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Home My WebLink AboutB12-0530 Plans approvedBUSINESS INCIDENTAL STORAGE MERCANTILE 77 SF INCIDENTAL STORAGE 920 SF MERCANTILE 45 SF BUSINESS EXIT LOAD = 920 SF/30 SF PER OCC.= 31 OCC. + 2 OCC. = 33 OCCUPANTS 33 OCC.< 49: ONE EXIT OK PER IBC 1015.1 33 OCC. X 0.2"/OCC.= 6.6" MIN. EGRESS WIDTH < 36" PROVIDED EXIT LOAD = 45 SF/100 SF PER OCC. = 1 OCCUPANT 1 OCC. X 0.2"/OCC.= 0.2" MIN. EGRESS WIDTH < 36" PROVIDED 1 OCC.< 49: ONE EXIT OK PER IBC 1015.1 INSWING DOOR OK PER IBC 1008.1.2 EXIT LOAD = 77 SF/300 SF PER OCC.= 1 OCCUPANT 1 OCC. X 0.2"/OCC.= 0.2" MIN. EGRESS WIDTH < 36" PROVIDED 1 OCC.< 49: ONE EXIT OK PER IBC 1015.1 INSWING DOOR OK PER IBC 1008.1.2 TRAV E L D I S T A N C E = 5 9 ' - 4 " < 250 ' M A X P E R I B C 1 0 1 6 . 1 INCIDENTAL USE (STORAGE) < 100 SF - NO SEPARATION REQUIRED PER IBC 508.2.2 PROPOSED ICEBREAKER STORE LONGEST TRAVEL DISTANCE VIA ACCESSIBLE PATH TO RESTROOM FACILITY = 187' < 500' ALLOWED PER IPC 2902.4.1 EXISTING DRINKING FOUNTAINS EXISTING RESTROOMS PARKING LEVEL BR E E Z E W A Y Scale Project Number Date Drawn by Checked by 14 1 E a s t M e a d o w D r i v e , S u i t e 1 1 1 , V a i l , C o l o r a d o 8 1 6 5 7 As indicated 10 / 1 9 / 2 0 1 2 1 2 : 5 8 : 0 4 P M A100 PROJECT INFORMATION 19912 VAIL SOLARIS ICEBREAKER SPECIALTY SPORTS VENTURE 19 October 2012 PT PT GENERAL NOTES 2 1 3 4 Sht. No. ABBREVIATIONS PROJECT TEAM REGULATORY INFORMATION PROJECT DESCRIPTION DRAWING INDEXSYMBOLS LEGENDVICINITY MAP ADJUSTABLEADJ. WITHW/INSULATIONINS. LAMINATE INTERIORINT. LAM. WINDOW WD. WIN. WOOD SQUARESQ.EACHEA. FOOTINGFTG. GYPSUM BOARD HORIZONTAL HANDICAPPED AND AIR CONDITIONING HEATING, VENTILATING HEIGHT HVAC. H.C. HOR. HGT. GAUGE FURRING FUTURE GA. FURR. GYP. BD. FUT. EXTERIOR ELECTRICAL ELEVATION FLOOR (ING) FOOT OR FEET FOUNDATION FLOOR DRAIN FINISH FT. F.D. FIN. FLR. FDN. EQUAL EXT. EL. EQ. ELEC. TOP OF STEELT.O.S. TYPICAL UNLESS NOTED OTHERWISE UNDERWRITERS LABORATORIES VERTICAL UNFINISHED WATER RESISTANT UNF. W.R. VERT. U.L. TYP. U.N.O. STRUCTURAL STANDARD TOP OF CURB TOP OF WALL TONGUE AND GROOVE TOP OF CONCRETE THRESHOLDT-HOLD T.O.W. T. T.C T.&G. T.O.C. TREAD STL. STR. STD. STEEL CONCRETECONC. DIAMETER CONTINUOUS DIMENSION DOWN DOOR EXISTING DRAWING (E) DIM. DN. DWGS DR. DETAIL DOUBLE CENTER DET. DIA. CONT. DBL. CTR. BLOCKING ARCHITECTURAL BASEMENT BOT.BOTTOM COLUMN BEARING CEILING COL. BRG. CLG. BSMT. BEAM BUILDING BLKG. BM. ARCH. BLDG. REFERENCE RADIUS REVISE (D), REVISION ROUGH OPENING SIMILAR SECTION SPECIFICATION REFLECT (ED) (IVE) RM. SPEC. SHT. SEC. SIM. SHEET ROOM R. R.O. RE RFL. REV. RAD. RISER ON CENTER OVERALL OVERHEAD OPENING PAINT (ED) PLYWOOD POUNDS PER SQ. IN. PRESSURE TREATED POUNDS PER SQ. FT.P.S.F. PT PL. P.S.I. P.WD. PNT. PLATE O.A. O.C. OH. OPG. CENTERLINE ACCESS PANEL ABOVE FINISHED FLOOR EXISTING A.P. (E) A.F.F. LC MECHANICAL MINIMUM MISCELLANEOUS NOT TO SCALE MANUFACTURER MIN. MFR. N.T.S. MISC. MECH. FINISH FLOOR TAG WALL TAG ROOM TAG INTERIOR ELEVATION TAG DOOR TAG TODD ARCHITECTURE, LLC PAUL TODD - PRINCIPAL 1521 15TH STREET DENVER, CO 80202 303-446-0460 866-519-3953 (FAX) EMAIL: paul@toddarchitecture.com COMP/DATA RECEPTACLE QUADPLEX RECEPTACLE TELE/COMM RECEPTACLE CEILING MOUNTED DUPLEX RECEPTACLE ROOM NAME 101 10 SPECIALTY SPORTS VENTURE JOE WALKER - REGIONAL MANAGER 492 EAST LIONSHEAD CIRCLE, SUITE 101 VAIL, CO 81657 970-476-9457 970-476-9427 (FAX) EMAIL: jwalker@ssv.net ARCHITECT: TENANT: GENERAL A100 PROJECT INFORMATION ARCHITECTURAL A101 PLANS & ELEVATIONS A102 SPECIFICATIONS, SCHEDULES, & DETAILS A103 FIXTURE & GRAPHIC PLAN MECHANICAL M100 MECHANICAL SCHEDULES & SPECIFICATIONS M200 MECHANICAL PLAN PLUMBING P100 PLUMBING PLAN & SPECIFICATIONS ELECTRICAL E001 ELECTRICAL SPECIFICATIONS AND LEGEND E002 ONE-LINE DIAGRAM & SCHEDULES E100 POWER PLAN & LIGHTING PLAN ADDRESS 141 EAST MEADOW DRIVE RETAIL SUITE 111 VAIL, CO 81657 PARCEL NUMBER 2101-082-93-001 LEGAL DESCRIPTION PT OF Subdivision: SOLARIS-VAIL Lot:1 OWNER Solaris Commercial Owner LLC 141 East Meadow Drive Suite 211 Vail, Colorado, 81657 PROJECT SCOPE THIS PROJECT CONSISTS OF INTERIOR TENANT IMPROVEMENT WORK ON ONE LEVEL OF AN EXISTING STRUCTURE. THE WORK DOES NOT INVOLVE EXTERIOR MODIFICATIONS, A CHANGE OF USE, OR ADDITIONAL AREA. THE SCOPE OF WORK INCLUDES INTERIOR PARTITIONS, WIRING FOR NEW ELECTRICAL FIXTURES AND DATA LINES, NEW MECHANICAL FCU AND DISTRIBUTION, NEW PAINT AND INTERIOR FINISHES, AND NEW DISPLAY COUNTERS AND STORE FIXTURES PROJECT LOCATION ELECTRIC WATER COOLEREWC North 1. THE CONTRACTOR IS RESPONSIBLE FOR THE PAYMENT FOR AND ACQUISITION OF ALL REQUIRED PERMITS AND FEES ASSOCIATED WITH HIS/HER PORTION OF THE PROJECT. 2. THE CONTRACTORS SHALL CONFIRM THE LOCATION OF ALL EXISTING UTILITIES AND COORDINATE THE INSTALLATION OF ALL NEW UTILITIES AND METER LOCATIONS WITH THE UTILITY COMPANY OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO THOROUGHLY REVIEW AND BECOME FAMILIAR WITH ALL PERTINENT DOCUMENTS AVAILABLE REGARDING THE CONSTRUCTION OF THIS PROJECT. ANY AMBIGUITY OR DISCREPANCY DISCOVERED IN THE DOCUMENTS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT WHO SHALL MAKE CLARIFICATIONS AND INTERPRETATIONS IN A TIMELY MANNER. THE CONTRACTOR'S FAILURE TO DISCOVER AND NOTIFY THE ARCHITECT OF SAID AMBIGUITY OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY RELATING TO THE MATTER. 4. CHANGES OR DEVIATIONS FROM THE DOCUMENTS, MADE BY THE CONTRACTOR OR THEIR SUPPLIERS, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, ARE UNAUTHORIZED CHANGES TO THE WORK AND AS SUCH SHALL RELIEVE THE ARCHITECT OF ALL RESPONSIBILITY FOR THE CONSEQUENCES ARISING THEREFROM. 5. PRIOR TO BEGINNING ANY NEW WORK OR INSTALLATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT PREVIOUSLY INSTALLED WORK AND/OR SUBSTRATE AND VERIFY THAT ALL SUCH WORK IS SATISFACTORY AND COMPLETE TO THE REQUIRED LEVEL OF ACCEPTANCE TO ALLOW FOR THE START OF SUBSEQUENT WORK. THE COMMENCEMENT OF ANY WORK SHALL INDICATE THAT ALL PREVIOUSLY INSTALLED WORK AND/OR SUBSTRATE WAS FOUND TO BE ACCEPTABLE AND INSTALLED ACCORDING TO INDUSTRY STANDARDS. ANY WORK FOUND TO BE IN UNACCEPTABLE CONDITION SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER OR TENANT. 6. THE CONTRACTOR(S) SHALL VISIT THE PROJECT SITE PRIOR TO ESTIMATING THE COST OF THE SCOPE OF WORK AND PRIOR TO ORDERING OR FABRICATING MATERIALS OR BEGINNING ANY CONSTRUCTION RELATED ACTIVITIES FOR THE PURPOSE OF BECOMING COMPLETELY FAMILIAR WITH THE SITE AND ALL EXISTING CONDITIONS WHICH MIGHT IMPACT THE COST OF, OR PERFORMANCE OF THE SCOPE OF WORK. 7. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND THE REQUIREMENTS OF ALL REGULATORY AGENCIES HAVING JURISDICTION OVER THE PROJECT. UNDER NO CONDITION DOES THE ARCHITECT HAVE RESPONSIBILITY FOR THE MEANS OR METHODS USED BY THE CONTRACTOR IN THE PERFORMANCE OF THE WORK OR FOR CONDITIONS OF SAFETY AT THE JOB SITE. 8. THE CONTRACTOR SHALL COORDINATE ALL FINISHES, MATERIALS, AND COLORS WITH THE ARCHITECT, GENERAL CONTRACTOR, OWNER AND TENANT. 9. ALL EXPOSED STEEL SURFACES THAT ARE WELDED ARE TO BE GROUND SMOOTH, PRIMED AND PAINTED. 10.DIMENSIONS OF AND FROM EXISTING CONDITIONS HAVE BEEN TAKEN FROM EXISTING DRAWINGS AND/OR FIELD MEASUREMENTS. ALL EXISTING DIMENSIONS ARE TO FINISH FACE UNLESS NOTED OTHERWISE ON DRAWINGS. THE CONTRACTOR(S) SHALL FIELD VERIFY ALL DIMENSIONS PERTAINING TO THE EXISTING CONDITIONS, INCLUDING ALL WORK ALREADY IN PLACE, PRIOR TO ORDERING OR FABRICATING MATERIALS, AND PRIOR TO START OF CONSTRUCTION. 11. IF, DURING THE COURSE OF ANY REQUIRED DEMOLITION WORK PERFORMED BY THE CONTRACTOR(S), OWNERS, OR OTHERS UNDER THE TERMS OF THE SUBCONTRACT OR OTHER AGREEMENT, HAZARDOUS WASTE IS ENCOUNTERED, SAME SHALL BE REMOVED AND DISPOSED OF AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. THE ARCHITECT AND GENERAL CONTRACTOR IS NOT KNOWLEDGEABLE OF THE EXISTENCE OF HAZARDOUS WASTE AND SHALL NOT BE HELD RESPONSIBLE FOR THE EXISTENCE OR REMOVAL OF HAZARDOUS WASTE. 12. THE CONTRACTOR(S) SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS AND DEBRIS. 13. ALL DIMENSIONS OF NEW WALLS ARE TO FACE OF FRAMING UNLESS NOTED OTHERWISE ON DRAWING. 14. DO NOT SCALE THE DRAWINGS, IF QUESTIONS ARISE AS TO DIMENSIONAL REQUIREMENTS, CONTACT THE ARCHITECT FOR CLARIFICATION. 15. ITEMS OF EQUIPMENT OR CONSTRUCTION NOTED N.I.C. ARE NOT TO BE PROVIDED UNDER THE CONTRACT, AND UNLESS NOTED OTHERWISE SHALL BE FURNISHED AND INSTALLED BY OWNER'S SEPARATE CONTRACT. 16. ALL MATERIALS, FIXTURES AND EQUIPMENT PROVIDED UNDER THIS CONTRACT ARE TO BE PROVIDED IN NEW CONDITION WITH FULL MANUFACTURER'S WARRANTY, UNLESS NOTED OTHERWISE, AN ARE TO BE STORED AND INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. DAMAGED ITEMS SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. 17. PROVIDE WATER RESISTANT SHEET ROCK AT ALL APPLICATIONS WHICH MAY BE SUBJECT TO THE ADVERSE EFFECTS OF MOISTURE. 18. CONTRACTOR IS RESPONSIBLE FOR DETERMINING APPROPRIATE FILL MATERIAL FOR FLOOR INFILL SUITABLE FOR EXISTING STRUCTURAL CAPACITY AND PROPOSED FLOOR FINISHES. 19. INSTALL PORTABLE FIRE EXTINGUISHERS PER LOCAL CODE. LOCAL FIRE MARSHALL TO CONFIRM LOCATIONS WITH GENERAL CONTRACTOR. 20. NORTH ARROWS AS DEPICTED ON DRAWING SET ARE FOR PROJECT REFERENCE ONLY. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ORIENTATION OF PROJECT SITE AND SCOPE OF WORK TO BE COMPLETED PRIOR TO START OF WORK. JURISDICTIONS BUILDING THE TOWN OF VAIL FIRE VAIL FIRE DEPARTMENT APPLICABLE CODES ARCHITECTURAL 2009 INTERNATIONAL BUILDING CODE MECHANICAL 2009 INTERNATIONAL MECHANICAL CODE PLUMBING 2009 INTERNATIONAL PLUMBING CODE ELECTRICAL 2008 NATIONAL ELECTRICAL CODE FUEL GAS 2009 INTERNATIONAL FUEL GAS CODE FIRE PROTECTION 2009 INTERNATIONAL FIRE CODE ENERGY 2009 INTERNATIONAL ENERGY CONSERVATION CODE AMENDMENTS TOWN OF VAIL ORDINANCE NO. 18 SERIES OF 2009 ACCESSIBILITY 2003 ICC/ANSI A117.1 BUILDING INFORMATION CONSTRUCTION TYPE I-A FIRE PROTECTION FULLY SPRINKLERED USE AND OCCUPANCY CLASSIFICATION MERCANTILE (RETAIL STORE)GROUP M ELECTRICAL ENGINEER MECHANICAL ENGINEER CHRISTOPHER MENGES ENGINEERING JEFF BELLMAN 1100 WEST LITTLETON BLVD., SUITE 400 LITTLETON, CO 80120 720-283-3018 720-283-6253 (FAX) EMAIL: jeff@mengeseng.com KAZIN & ASSOCIATES BRYAN KAZIN 9364 TEDDY LANE, SUITE 101 LONE TREE, CO 80124 720-489-1609 720-489-1611 (FAX) EMAIL: bryan@kazinengineer.com 1/8" = 1'-0"A100 1 AREA & CODE PLAN 1" = 40'-0"A100 2 RESTROOM FACILITY DIAGRAM 0'4'8'16'32' North North GENERAL INTERIOR FINISH NOTES Where materials are applied on wa1ls, ceilings or structural elements required to have a fire-resistance rating or to be of noncombustible construction, they shall comply with the provisions of this section. Direct attachment and furred construction. Where walls and ceilings are required for any provision in this code to be of fire-resistance-rated or noncombustible construction, the interior finish material shall be applied directly against such construction or to furring strips not exceeding 1.75 inches (44 mm) applied directly against such surfaces. The intervening spaces between such furring strips shall be filled with inorganic or Class A material or shall be fireblocked at a maximum of 8 feet (2438 mm) in any direction in accordance with Section 717. Set-out construction. Where walls and ceilings are required to be of fire-resistance-rated or noncombustible construction and walls are set out or ceilings are dropped distances greater than specified in Section 803.4.1. Class A finish materials shall be used except where interior finish materials are protected on both sides by an automatic sprinkler system or attached to noncombustible backing or furring strips installed as specified in Section 803.4.1. The hangers and assembly members of such dropped ceilings that are below the main ceiling line shall be of noncombustible materials, except that in Type III and V construction, fire-retardant-treated wood shall be permitted. The construction of each set-out wall shall be of fire-resistance-rated construction as required elsewhere in this code. Materials. An interior wall or ceiling finish that is not more than 0.25 inch (6.4 mm) thick shall be applied directly against a noncombustible backing. INTERIOR WALL AND CEILING FINISH REQUIREMENTS FOR SPRINKLERED M AND B OCCUPANCIES EXIT ENCLOSURES/PASSAGEWAYS:CLASS B CORRIDORS:CLASS C ROOMS AND ENCLOSED SPACES:CLASS C DUCTS AND AIR TRANSFER OPENINGS Duct and air transfer openings shall comply with IBC Section 716. See Mechanical Drawings SAFETY GLAZING GENERAL NOTES Glazing in the following locations will be of safety glazing material and conform to IBC Section 2406.3: 1. Ingress and egress doors except jalousies. 2. Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3. Unframed swinging doors. 4. Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch (610 mm) arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches (1525 mm) above the walking surface. 5. Individual fixed or operable panels, other than those locations described above, that meet all of the following conditions: a. Exposed area of an individual pane greater than 9 square feet (0.84 m2). b. Exposed bottom edge less than 18 inches (457 mm) above the floor. c. Exposed top edge greater than 36 inches (914 mm) above the floor. d. One or more walking surfaces within 36 inches (914 mm) horizontally of the plane of the glazing. 6. Walls enclosing stairway landings or within 5 feet (1525 mm) of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches (1525 mm) above a walking surface. FIRE BLOCKING GENERAL NOTES Fire blocks should be provided in accordance with Section 717.1 in the following locations: 1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. 2. In concealed spaces of stud walls and partitions, including furred spaces. At 10-foot (3048 mm) intervals along the length of the wall. 3. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 4. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished. 5. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings that afford a passage for fire at ceiling and floor levels, with noncombustible materials. 6. At openings between attic spaces and chimney chases for factory-built chimneys. No.Description Date By David Rhoades at 2:30 pm, Oct 22, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By Martin Haeberle at 2:00 pm, Oct 24, 2012 30" X 48" CLEAR FLOOR AREA 20" X 42" ACCESSIBLE BENCH MOUNTED 18" AFF 36" X 72" MIRROR PREFAB. P. LAM. COUNTER @ 30" AFF. SHELVING SUPPLIED AND INSTALLED BY OWNER NO WORK THIS AREA EXISTING ICE RINK PLAZA AL I G N EXIST. WALLS AND DOORS SHOWN GREY, TYP. 5/8" TYPE X GYP. BD. W/LEVEL 4 FINISH OVER 20 GA. 3 5/8" MTL. STUDS @ 16" O.C. UP TO 8' - 6" AFF A101 5 A101 6 A101 4 3 4' - 3 1/2" 3 5/8" 1' - 5 1/2"3 5/8" 1 2 3 BACKSTOCK 4 FITTING 3 OFFICE 2 SALES FLOOR 1 36" H BACKWRAP & ACCESSIBLE CASHWRAP SUPPLIED BY BY TENANT AND INSTALLED BY G.C. 30" x 48" CLEAR FLOOR AREA NO WORK THIS AREA 6' - 1 1/4"3 5/8"5' - 8 1/8" 3 5 / 8 " 6' - 2 3 / 8 " 3 5 / 8 " 2' - 1 1 / 2 " 2' - 1 1 3 / 4 " 3 5 / 8 " 6' - 9 5 / 8 " 5/8" TYPE X GYP. BD. W/LEVEL 4 FINISH OVER 20 GA. 3 5/8" MTL. STUDS A101 7 EXIST. COLUMN E A101 8 NEW FLOOR WD-1 OVER LIGHTWEIGHT CEMENTITIOUS FLOOR FILL FLO O RIN G D I R E C T I O N 8'- 0 " 3 5 / 8 " WD-1/CONC. 18" X 72" MIRROR ATTACHED DIRECTLY TO BOTH SIDES OF EXISTING COLUMN WITH MIRROR ADHESIVE. CAULK PERIMETER WITH CLEAR SILICONE 3' - 4 3 / 8 " 1 NEW/EXISTING WALLS. REPAIR AS REQ'D. TO ACHIEVE LEVEL 4 FINISH TYP. PAINT FO L D L I N E 2 6' - 3 1/2" OPENING 3' - 4 3/8"10' - 1 7/8" FO L D L I N E 10 ' - 1 0 " BACKSTOCK/FITTING ROOM BEYOND 2' - 1 0 " 8' - 0 " 1X4 NOMINAL WOOD BASE TO MATCH WD-1. STAIN & SEAL 10 ' - 1 0 " 15' - 0 1/2" EXISTING WALLS. REPAIR AS REQ'D. TO ACHIEVE LEVEL 4 FINISH TYP. PAINT FO L D L I N E 1X4 NOMINAL WOOD BASE TO MATCH WD-1. STAIN & SEAL FOLD LINE EQUAL 6' - 0"EQUAL BACKWRAP PROVIDED BY TENANT AND INSTALLED BY G.C. 10 ' - 1 0 " VERIFY 35' - 7 5/8" EXISTING WALLS. REPAIR AS REQ'D. TO ACHIEVE LEVEL 4 FINISH TYP. PAINT EXIST. STOREFRONT 3' - 0 " RECESS FOR BACKWRAP 5/8" TYPE X GYP. BD. W/LEVEL 4 FINISH OVER 20 GA. 3 5/8" MTL. STUDS 1X4 NOMINAL WOOD BASE TO MATCH WD-1. STAIN & SEAL EXISTING WALLS. REPAIR AS REQ'D. TO ACHIEVE LEVEL 4 FINISH TYP. PAINT FO L D L I N E 23' - 9 1/2" EXIST. COLUMN EXIST. STOREFRONT 10 ' - 1 0 " 1X4 NOMINAL WOOD BASE TO MATCH WD-1. STAIN & SEAL 18" X 72" MIRROR ATTACHED DIRECTLY TO BOTH SIDES OF EXISTING COLUMN WITH MIRROR ADHESIVE. CAULK PERIMETER WITH CLEAR SILICONE 1' - 1 1/8"12' - 10 3/4"2' - 1 1/2"3' - 0 7/8" 10 ' - 1 0 " EXISTING WALLS. REPAIR AS REQ'D. TO ACHIEVE LEVEL 4 FINISH TYP. PAINT EXIST. STOREFRONT 1X4 NOMINAL WOOD BASE TO MATCH WD-1. STAIN & SEAL EXPOSED STRUCTURENEW 5/8" GYP. BD. CEILING OVER MTL. SUSP. SYSTEM. PAINT P-1 NOTE: SEE MEP DRAWINGS FOR LIGHTING AND EQUIPMENT LOCATIONS A101 5 A101 6 A101 4 3 A101 7 8' - 0" 8' - 0" NEW 5/8" GYP. BD. CEILING OVER MTL. JOISTS @ 16" O.C. PAINT P-1 EXIST. WALLS AND DOORS SHOWN GREY, TYP. OFFICE 2 BACKSTOCK 4 FITTING 3 SALES FLOOR 1 2 1 3 10' - 10" NO WORK THIS AREA NO WORK THIS AREA NO WORK THIS AREA 3' - 6"2' - 6" F. O . B E N C H T O F I N I S H F . O . W A L L 5' - 1 " 1' - 8 " 4' - 0 " A102 1 2 3 1 2 3 2' - 9" FITTING 3 SALES FLOOR 1 BACKSTOCK 4 OFFICE 2 30" X 48" CLEAR FLOOR AREA 20" X 42" PLAM-1 ACCESSIBLE BENCH MOUNTED AT 18" AFF 60" DIA. CIRCULAR TURNING SPACE CLEAR OF DOOR IN OPEN POSITION 30" X 72" MIRROR ATTACHED DIRECTLY TO WALL WITH MIRROR ADHESIVE. CAULK PERIMETER WITH CLEAR SILICONE 4' - 3 1/2"3 5/8"1' - 5 1/2"3 5/8" 1 TEE-SHAPED TURNING SPACE ADDED TO ALLOW FRONT APPROACH TO FITTING ROOM DOOR 1' - 0"3' - 0"1' - 0" 3' - 0 " 2' - 0 " NO CLOSER PROVIDED Scale Project Number Date Drawn by Checked by 14 1 E a s t M e a d o w D r i v e , S u i t e 1 1 1 , V a i l , C o l o r a d o 8 1 6 5 7 As indicated 10 / 1 9 / 2 0 1 2 1 2 : 5 8 : 1 0 P M A101 PLANS & ELEVATIONS 19912 VAIL SOLARIS ICEBREAKER SPECIALTY SPORTS VENTURE 19 October 2012 PT PT 1/4" = 1'-0"A101 1 FLOOR PLAN North 0'2'4'8'16' 1/4" = 1'-0"A101 3 EAST ELEVATION 1/4" = 1'-0"A101 4 NORTH ELEVATION 1/4" = 1'-0"A101 7 NORTHWEST ELEVATION1/4" = 1'-0"A101 6 SOUTHEAST ELEVATION 1/4" = 1'-0"A101 5 SOUTHWEST ELEVATION 1/4" = 1'-0"A101 2 CEILING PLAN North 0'2'4'8'16' 1/2" = 1'-0"A101 8 ENLARGED FITTING PLAN No.Description Date 1 TOV Comments 10/19/12 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By Martin Haeberle at 2:00 pm, Oct 24, 2012 ALIGN WALL SCONCE. SEE ELECT. DWGS. GYP. BD. PAINT. 30" X 72" MIRROR ATTACHED DIRECTLY TO WALL WITH MIRROR ADHESIVE. CAULK PERIMETER WITH CLEAR SILICONE 1X4 NOMINAL WOOD BASE TO MATCH WD-1. STAIN & SEAL GARMENT HOOK: RESTORATION HARDWARE MASON HOOK IN SATIN NICKEL FINISH. MOUNT AT 40" AFF 6' - 0 " 1' - 0 " EQ.EQ.7"2' - 6"7"8" 3' - 4 " 1' - 8" 1' - 6 " 20" DEEP X 42" LONG BENCH: PLAM-1 OVER 3/4" PLYWOOD 1X4 PLAM-1 APRON 2X2 PLAM-1 LEG GYP. BD. PAINT. 20" DEEP X 42" LONG BENCH: PLAM-1 OVER 3/4" PLYWOOD 1X4 PLAM-1 APRON 2X2 PLAM-1 LEG 1X4 NOMINAL WOOD BASE TO MATCH WD-1. STAIN & SEAL CLEAR 2' - 6"3' - 6"7' - 1 1 5 / 8 " 1' - 4 " 4' - 1 0 " 10 " GARMENT HOOK: RESTORATION HARDWARE MASON HOOK IN SATIN NICKEL FINISH. MOUNT AT 58" AFF HOLLOW METAL FRAME. PAINT PT-3 FLUSH PANEL SOLID CORE DOOR TO MATCH WD-1. STAIN & SEAL. UNDER/OVER CUT DOOR AS SHOWN. GYP. BD. PAINT. 30" X 72" MIRROR ATTACHED DIRECTLY TO WALL WITH MIRROR ADHESIVE. CAULK PERIMETER WITH CLEAR SILICONE 1X4 NOMINAL WOOD BASE TO MATCH WD-1. STAIN & SEAL 4' - 1 0 " EQ.EQ. 1 Scale Project Number Date Drawn by Checked by 14 1 E a s t M e a d o w D r i v e , S u i t e 1 1 1 , V a i l , C o l o r a d o 8 1 6 5 7 1/2" = 1'-0" 10 / 1 9 / 2 0 1 2 1 2 : 5 8 : 1 4 P M A102 SPECIFICATIONS, SCHEDULES, & DETAILS 19912 VAIL SOLARIS ICEBREAKER SPECIALTY SPORTS VENTURE 19 October 2012 PT PT MATERIAL SPECIFICATIONS FLOORING Installation/Maintenance: Install and maintain per manufacturer and industry standards, using manufacturer recommended materials. WOOD FLOOR WD-1 Manufacturer:Mullican Flooring Representative:800-844-6356 Collection:Ridgecrest Species:White Oak Color:Natural Thickness:1/2" Engineered Size:5" x Random Length Edge:Micro Bevel Edge/End Fire Ratings:NFPA 253, ASTM E 662, ASTM E 648 Area:Sales Floor, Fitting Rooms, Office Installation:Direct glue WALLBASE WD-1 Manufacturer:Match WD-1 Species:White Oak Color:Natural Thickness:3/4" Solid Size:1x4 Nominal x Random Length Edge:Eased Area:Sales Floor, Fitting Rooms, Office RB-1 Manufacturer:Roppe Representative:800-289-8739 Material:Vinyl Style:Cove Toe Base Color:Black Size:4” h Thickness:1/8" Fire Ratings:Meets ASTM E 84 Area:Backstock Note:Install per manufacturer’s recommendation PAINT Walls:Eggshell Latex Doors & Trim:Semi-Gloss Latex Ceiling:Flat Latex Installation:Gypsum board to receive latex paint to be primed with one coat of vinyl plastic sealer prior to receiving two coats of paint. Paint all wires,return air grilles, and supply air grilles to match adjacent ceiling areas. PT-1 Manufacturer:Benjamin Moore Paints Representative:866-708-9181 Color:Frostline Number:AF-5 Finish:Flat Fire Rating:Same As Substrate To Which Paint Is Applied Area:Ceilings Note:Install And Maintain Per Manufacturer’s Recommendations Note:Submit Samples To TA For Approval PT-2 Manufacturer:Benjamin Moore Paints Representative:866-708-9181 Color:Frostline Number:AF-5 Finish:Eggshell Fire Rating:Same As Substrate To Which Paint Is Applied Area:Walls Note:Install And Maintain Per Manufacturer’s Recommendations Note:Submit Samples To TA For Approval PT-3 Manufacturer:Benjamin Moore Paints Representative:866-708-9181 Color:Frostline Number:AF-5 Finish:Satin Fire Rating:Same As Substrate To Which Paint Is Applied Area:Metal Door Frames Note:Install And Maintain Per Manufacturer’s Recommendations Note:Submit Samples To TA For Approval PLASTIC LAMINATE PLAM-1 Manufacturer:Nevamar Representative:800-638-4380 Color:Bone White Number:S7032T Area:Cshwrap/Bccwrap/Fitting bench Note:Install And Maintain Per Manufacturer’s Recommendations Note:Submit Samples To TA For Approval SECTION 08210 WOOD DOORS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Pre-fit, pre-machined and pre-finished non-rated and fire-rated flush wood doors and related accessories. B. Related Sections: 1. Section 06100 - Rough Carpentry 2. Section 06405 - Architectural Woodwork 3. Section 06460 - Wood Frames 4. Section 08110 - Hollow Metal Doors and Frames 5. Section 08710 - Hardware 6. Section 08810 - Glazing 7. Section 09910 - Painting 1.2 REFERENCES A. AWI - Architectural Woodwork Institute, 8th Edition. B. WDMA - Window and Door Manufacturers Association: I.S. 1A-04 Industry Standard for Architectural Wood Flush Doors. C. NFPA-80 Standards for Fire Doors. D. Uniform Building Code: UBC 7-2 1997, Fire Test of Door Assemblies. E. Hardwood Plywood & Veneer Association. F. Steel Door Institute. 1.3 SUBMITTALS A. Shop Drawings and Product Data: 1. Submit in accordance with Section 01330. 2. Indicate general construction, jointing methods, hardware, light and louver profiles, and locations of cut-outs for glass and louvers. B. Samples: 1. Submit samples of wood veneer and factory finishing in accordance with WDMA Industry Standard, Section F-4. C. Certification: 1. Submit certification that doors and frames comply with UBC 7-2 1997. D. Guarantee: 1. Submit copy of manufacturer’s standard guarantee with submittal documentation. 1.4 QUALITY ASSURANCE Buell Master Specification Wood Doors 08/30/00 08210 - 2 A. Fire-Rated Wood Doors: Provide wood doors which are identical in materials and construction to units tested in door and frame assemblies in accordance NFPA 252 and which are labeled and listed for ratings indicated by ITS - Warnock Hersey, UL or other testing and inspection agency acceptable to authorities having jurisdiction. 1. Doors: Comply with UBC 7-2 1997 where required. 2. Provide concealed intumescents required in compliance with UL-10C. B. WDMA I.S. 1A-04 Industry Standard utilized for determination of performance duty levels for door, core, construction, finish, and other requirements. C. Temperature Rise Rating: At stairwell enclosures, provide doors which have Temperature Rise Rating of 250 degrees F maximum in 30 minutes of fire exposure. 1.4 PRODUCT HANDLING A. Follow guidelines of WDMA Industry Standard, Section J-1: Provide individual plastic wrap, and protect wood doors during transit, storage and handling to prevent damage, soiling or deterioration. B. Follow guidelines of AWI Section 100 -T--11 and Product Advisory: Building must be acclimated to operational humidity and temperature prior to delivery of pre-finished doors and associated millwork products. 1.5 GUARANTY/WARRANTY A. Guarantee: Provide manufacturer’s guarantee for all wood doors. Doors exhibiting defects in materials or workmanship including warp and delamination within guarantee period shall be replaced (including hanging and finishing) with new doors. These terms shall be part of the manufacturer’s standard warranty. B. Guarantee period: Lifetime of original installation. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Buell Door Company. B. Eggers Industries. C. Algoma Hardwoods. D. Approved substitutions 2.2 MATERIALS A. Door Performance Duty Level: WDMA I.S. 1A-04, Section P-1, Extra Heavy Duty. Door Aesthetic Grade: Premium. B. Door Construction: 1. Non-Fire Rated Doors: Thickness: 1-3/4 inches, interior flush wood, bonded, solid core conforming to WDMA I.S. 1A-04, Section C-1 thru C-14 and the following; a. Core: bonded particle core (PC) conforming to WDMA I.S. 1A-04. b. Door construction shall conform to WDMA I.S. 1A-04 requirements. c. Stiles: Hardwood to match face veneer over structural composite lumber (SCL), glued to core, 1-3/8” minimum after pre-fit. d. Rails: Mill option hardwood or SCL, glued to core, 1-3/8” after pre-fit. e. Facing: Wood veneer as specified. Buell Master Specification Wood Doors 2. Fire Rated Doors: Thickness: 1-3/4 inches, interior flush wood, bonded, solid core conforming to WDMA I.S. 1A-04, Section C-1 thru C-14 and the following; a. Core: bonded mineral core (FD) conforming to WDMA I.S. 1A-04. b. Door construction shall conform to WDMA I.S. 1A-04 requirements. c. Stiles: Hardwood to match face veneer over mineral composite, glued to core. d. Top & bottom rails: Mineral composite as required by manufacturer’s fire door authorities. e. Facing: Wood veneer as specified. C. Wood Veneer 1. Door face veneers shall meet HPVA “A” grade quality standards conforming to WDMA I.S. 1A-04 for transparent or semi-transparent finish. Minimum face veneer thickness shall be 1/50” at 12% moisture content after finish sanding. 2. Species: White Oak 3. Face Cut: Plain Sliced 4. Face Assembly: Book Match 5. Face Symmetry: Running Match D. Adhesives 1. Adhesives: Face to core adhesives shall be Type I as classified by WDMA TM-6 “Adhesive Bond Test Method.” E. Core 1. Non-rated and 20 minute doors: ANSI C208.1-99 LD-2 Solid particleboard. 2. Fire-rated doors: Non-combustible mineral core. 2.3 FINISHING 1. Finish to match WD-1 2.4 ACCESSORIES A. Vision Frames: 1. Non-rated doors: Wood frames, lip-mold style, hardwood to match facing, pre-finished to match door. 2. 20 minute fire rated doors: Manufacturer's tested metal clip with wood stops, lip-mold style, hardwood to match facing, pre-finished to match door. 3. Fire-rated doors: ITS - Warnock Hersey or UL approved glazing system, primed for finish paint. 4. Glass: Refer to Section 08810 for glass types. B. Louver Assemblies: 1. Non-rated doors: Flush wood frames, inverted chevron, hardwood to match facing, pre-finished to match door. 2. Fire-rated doors: Manufacturer's listed rated metal louver assembly, primed for finish paint. C. Astragals: 1. Non-rated doors: Surface wood, hardwood to match facing, pre-finished to match door. 2. Fire-rated doors: Manufacturer's listed pre-machined formed edge and astragal system, primed for finish paint. Buell Master Specification Wood Doors 2.5 FABRICATION A. Fabricate wood doors in accordance with requirements of WDMA I.S. 1A-04 Industry Standard. B. Fabricate fire rated doors in accordance with requirements of ITS - Warnock Hersey or Underwriters'Laboratories, with metal label on each door including UL-10C. C. Fabricate mineral core doors with WDMA Industry Standards minimum hardware blocking options as follows: 1. Provide HB-1 (head rail) and HB-4 (lock block) on all doors. 2. Substitute HB-6 (mid rail) when exit devices are specified for door. 3. Substitute HB-5 (stile) for pivots or when flush bolts are specified for door. D. Provide doors with minimum ¼ inch thick edge strips, of wood species to match face veneers except as required for fire rating. E. Make cut-outs and provide stops for glass and louvers. Install wood door louvers. Seal cut-outs prior to installation of moldings. 1. For full light doors: Provide cut-out from flush wood door, with vertical grain direction. F. Bevel lock and hinge edges of single acting doors 3 degrees or 1/8 inch in 2 inches. Radius strike edge of double acting swing doors as required by pivot hinge manufacturer. G. Prepare doors to receive hardware. Refer to Section 08710 - Hardware and NFPA 80 for hardware requirements including UL-10C. 1. Prefit and bevel to net opening size less approximately 1/4 inch in width on single swing doors 3/16 inch in width for paired doors. Provide 5/8 inch clearance above bottom of frame, unless otherwise indicated by sill condition drawings. Provide 1/8 inch clearance at top of door. 2. Slightly ease vertical edges. H. Fire Rated Pair of Doors; greater than 20 minute: Supply overlapping astragals, metal edge sets or concealed intumescent material as required by NFPA 80 1999 or by door manufacturer’s fire door authorities. If an astragal is required, to comply with fire rated labeling requirements for pairs of fire rated doors, provide door manufacturer's standard tested astragal assembly. PART 3 EXECUTION 3.1 EXAMINATION A. Examine installed door frames before hanging doors. B. Verify that frames comply with indicated requirements for type, size, location, and swing characteristics and have been installed in accordance with SDI- 105 and SDI-122. C. Proceed with installation only after unsatisfactory conditions have been corrected. D. Installation of improper product constitutes full acceptance and responsibility for material and conditions. 3.2 INSTALLATION A. Handle and store doors in accordance with recommendations of WDMA I.S. 1A-04, Section J-1. B. Condition doors to average temperature and humidity in area of installation for not less than 48 hours prior to installation. C. Install in neat and workmanlike manner, free from hammer or tool marks, open joints or slivers, set plumb, level, square and true. D. Retain manufacturer’s packaging to place over installed doors after final cleaning. E. Adjust pre-finished doors and hardware and other moving or operating parts to function smoothly and correctly in accordance with SDI-122. F. Ensure that smoke gaskets are in place before pre-finished door installation. G. Remove and replace all doors found to be warped, twisted, bowed, or otherwise damaged beyond manufacturer’s specified allowances and tolerances. Do not install doors which cannot be properly fitted to frames. 3.3 CLEANING AND PROTECTION A. Clean prefinished doors in accordance with AWI, Appendix, page A-637. B. Place manufacturer’s packaging over installed doors after final cleaning; remove after Architect’s instructions. C. At clear finished doors, do not partially cover door surfaces with paper, cardboard, or any other opaque covering that will create uneven aging of wood veneer. D. Protect doors as directed under Section 01700. E. Refinish or replace finished doors damaged during installation. END OF SECTION SECTION 08710 DOOR HARDWARE General Note: All locks (without exception) to be “best” type with interchangeable cores and seven (7) pin tumblers. The contractor will provide and supply all locks with construction cores, master construction key and control key for all construction cores, and submit a lock schedule with lock type and finish. PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Hardware for wood and hollow metal doors. B. Related Sections: 1. Section 06200 - Finish Carpentry 2. Section 0811 0 - Steel Doors and Frames. 3. Section 08210 - Wood Doors. 1.2 COORDINATION A. Coordinate work of this section with other directly affected sections involving manufacturer of and internal reinforcement for door hardware. B. Supply templates to manufacturers of components affected by hardware. 1.3 QUALITY ASSURANCE A. AHC - Association of Hardware Consultants. B. Hardware Supplier: Company specializing in supplying commercial door hardware with minimum 5 years documented experience. C. Hardware Supplier Personnel: Employ an AHC (Architectural Hardware Consultant) to supervise the work of this section. 1.4 REGULATORY REQUIREMENTS A. Conform to UL requirements for fire rated doors, frames, and hardware. B. Notify Architect if any specified hardware item is in conflict with any applicable code provision. 1.5 SUBMITTALS A. Submit shop drawings and product data to requirements of Section 01 300. B. Indicate on shop drawings, locations and mounting heights of each type of hardware, and accessories. C. Supply templates to door and frame manufacturers to enable accurate sizes, locations of cut outs, and reinforcement for hardware. D. Provide product data on specified hardware. 1.6 EXTRA STOCK AND SPARE PARTS A. Provide one extra key lock cylinder for each master keyed group. 1 .7 MAINTENANCE MATERIALS A. Provide special wrenches and tools applicable to each different or special hardware component. B. Provide maintenance tools and accessories supplied by hardware component manufacturer. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Yale, Sargent, Schlage, or approved equal B. Substitutions: Only if approved in writing by architect. 2.2 FINISH A. US26D Satin Chrome 3 EXECUTION 3.1 EXAMINATION A. Verify that door and frame components are ready to receive work and dimensions are as indicated on shop drawings. B. Verify that proper power supply is available to power operated devices. C. Beginning of installation means acceptance of site conditions. 3.2 INSTALLATION A. Install hardware to manufacturer’s instructions and requirements of ANSI/DHI. B. Use the templates provided by hardware item manufacturer. C. Maintain heights from finished floor to center line of hardware item per ANSI/DHI and ADA standards. 3.3 SCHEDULE A. See drawings for hardware schedule END OF SECTION SECTION 09110 METAL STUD FRAMING PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Formed metal stud framing at interior locations. 2. Framing accessories. B. Related Sections: 1. Section 06110 - Wood Framing: Rough wood blocking within stud framing. 2. Section 06200 - Finish Carpentry. 3. Section 09260 - Gypsum Board Assemblies C. Reference: All metal stud construction shall comply with the “Specifications for the Design of Cold Formed Steel Structural Members “American Iron and Steel Institute” ,AlSl Current Edition 1.2 SYSTEM DESCRIPTION A. Metal stud framing for interior walls, with acoustic insulation specified in Section 07213 and gypsum board specified in Section 09260. 1.3 QUALITY ASSURANCE A. Perform Work to ASTM C840. PART 2 PRODUCTS ACCEPTABLE MANUFACTURERS A. U. S. Gypsum Company. B. National Gypsum Company. C. Dale Industries. D. Substitutions: To requirements of Division 1. STUD FRAMING MATERIALS A. Studs: ASTM C645, electro-galvanized, non-load bearing rolled steel, channel shaped, punched for utility access, as follows: 1. Width: as noted on drawings 2. Thickness: 20 gauge minimum B. Runners: Of same material and finish as studs, bent leg retainer to receive studs. C. Furring and Bracing Members: Of same material and finish as studs, thickness to suit purpose. D. Fasteners: Self drilling, self tappin9 screws of length not less than thickness of finish material plus inch. E. Anchorage Devices for concrete: Powder driven. F. Primer: Zinc oxide touch-up for galvanized surfaces. PART 3 EXECUTION 3.1 ERECTION A. Align and secure top and bottom runners at 24 inches o.c. B. Fit runners under and above openings; secure intermediate studs at spacing of wall studs. C. Install studs vertically at 1 6 inches o.c. unless otherwise noted on drawings. Align stud web openings. D. Secure studs to tracks. Brace stud framing system and make rigid. E. Stud splicing is permissible by overlapping with flanges in opposite directions to form a box section with overlap length a minimum of 1/15 of wall height. Where wall height exceeds 1 6’, wall shall be braced with diagonal studs at a maximum spacing of 8’ 0.C. from top 1/3 point of wall to roof structure. F. Construct corners using minimum three studs. Double stud at wall opening, door and window jambs, not more than 2 inches each side of openings. G. Coordinate erection of studs with requirements of door and window frame supports and attachments. H. Coordinate installation of bucks, anchors, and blocking with electrical and mechanical work to be placed in or behind stud framing. I. Blocking and Reinforcement: Secure to studs. Install for support of plumbing fixtures, toilet partitions, wall cabinets, toilet accessories, hardware, etc. J. Refer to Drawings for location of partitions extending to ceiling only, and partitions extending through ceiling to structure above. Maintain clearance under structural building members to avoid deflection transfer to studs. Provide extended leg ceiling runners. K. Coordinate placement of acoustic insulation in multiple stud spaces made inaccessible after stud framing erection. END OF SECTION SECTION 09260 GYPSUM BOARD ASSEMBLIES PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Metal channel ceiling framing 2. Gypsum board. B. Related Sections: 1. Section 09110 Metal Stud Framing. 2. Section 06110 Rough Carpentry 3. Section 08111 Standard Steel Frames. 4. Section 09910 Paints and Coatings. 1.2 REGULATORY REQUIREMENTS A. Conform to applicable code for fire rated assemblies. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS-FRAMING MATERIALS A. U.S. Gypsum Company. B. National Gypsum Company. C. Georgia Pacific. D. Domtar Gypsum. E. Substitutions: To requirements of Division 1. 2.2 ACCEPTABLE MANUFACTURERS - GYPSUM BOARD A. U.S. Gypsum Company. B. National Gypsum Company. C. Georgia Pacific. D. Domtar Gypsum. E. Substitutions: To requirements of Division 1. 2.3 FRAMING MATERIALS A. Furring, Framing, and Accessories: ASTM C645, galvanized steel. B. Fasteners: Hardened steel. C. Adhesive: ASTM C557. 2.4 GYPSUM BOARD MATERIALS A. Standard Gypsum Board: ASTM C36, of thickness as noted on drawings, tapered edges. B. Fire Rated Gypsum Board: ASTM C36 for type X, of thickness as noted on drawings, tapered edges. C. Moisture Resistant Gypsum Board: ASTM C630, of thickness as noted on drawings, with tapered edges. 2.5 ACCESSORIES A. Acoustical Insulation: as specified in Section 07215. B. Acoustical Sealant: Non-hardening, non-skinning, for use in conjunction with gypsum board. C. Corner Beads: Metal. D. Edge Trim: Galvanized steel. E. Joint Materials: ASTM C475, reinforcing tape, joint compound, adhesive, water, fasteners. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that site conditions are ready to receive work. B. Beginning of installation means acceptance of site conditions. 3.2 CEILING FRAMING INSTALLATION A. Install to ASTM C754, and manufacturer’s instructions. B. Install ceiling framing independent of walls, columns, and above ceiling work. C. Laterally brace entire suspension system. 3.3 ACOUSTICAL ACCESSORIES INSTALLATION A. Install resilient channels at maximum 24 inches o.c. B. Place acoustical insulation per Section 07215. C. Install acoustical sealant within partitions to manufacturer’s instructions. 3.4 GYPSUM BOARD INSTALLATION A. Install gypsum board to GA 201, 216, and 600. B. Use screws when fastening gypsum board to furring or framing. C. Erect gypsum soffit board perpendicular to supports. D. Place corner beads at external corners. Place edge trim where gypsum board abuts dissimilar materials. 3.5 JOINT TREATMENT A. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. Level 4 smooth drywall finish typical. END OF SECTION SECTION 09400 RESILIENT FLOORING The General Provisions of the contract, including General Conditions, Supplementary Conditions and Division 1, General Requirements, apply to the work specified in this section. PART 1 GENERAL A. The extent of resilient flooring is shown on the drawings and finish schedule. B. Items included but not limited to the following: Resilient base and beveled edge strips Adhesive PART 2 MATERIALS A. Samples - Samples of materials to be used shall be the full range of colors and patterns available of the product and submitted to the Architect for color and pattern selection. B. Resilient Wallbase - Vinyl cove base shall be used where concrete flooring butts vertical surfaces. Base shall be 4" in height or as noted in the drawings, minimum 1/8 " gauge. Vinyl cove base color to be selected by Architect. C. Transition Edge Strips - Edging strips as required shall be brown rubber 1" wide, beveled edging and shall be 3/32" thick. D. Adhesives - Application material for resilient sheet flooring, vinyl wall base and edge strips shall be those recommended by the Manufacturer of the specific material for the surface to which it is to be applied. E. Underlayments - Mastic underlayment, such as Armstrong "5-180 Latex Underlayment" may be used for leveling and smoothing joints. Such mastic underlayments to be manufactured and approved for use on suspended, on grade, and below-grade subfloors. PART 3 EXECUTION A. General: 1. Installation of all materials as specified under this section shall be as per flooring manufacturer's recommendations. 2. This subcontractor is responsible for surface preparation as required prior to installation of flooring, including vacuum cleaning, to prepare surface. Substrate shall be thoroughly dry, clean and free of oil, grease, paint, varnish, etc., prior to installation of resilient flooring surface. 3. A temperature of 65° F. should be provided for 4 8 hours before, during, and for 48 hours after installation. A minimum temperature of 55° F must be maintained thereafter. 4. Flooring and base shall be extended into all closets, recesses and alcoves, where they are adjacent to resilient floors, as well as into all door reveals. 5. All edges and ends shall be accurately and neatly cut to fit against other work and any holes for pipes and other installations which pierce floors shall be cut neatly and closely fitted. No broken, cracked or chipped material will be accepted. B. Underlayment: 1. Where installation occurs over previously installed plywood subfloor, sand smooth and use latex underlayment to level and smooth floors on all grade levels. 2. Where installation occurs over precast or poured-in-place concrete, use latex underlayment to level and smooth concrete floors on all grade levels. Dusty and porous concrete floors should be primed with a primer before installing tile. For other types of resilient floors: dusty, porous floors should be primed with adhesive to be used (smooth trowel). Floor surface must be leveled to within 1/8" in 10 feet in any direction. END OF SECTION SECTION 09910 PAINTS AND COATINGS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Surface preparation. 2. Surface finish schedule at end of section. 1.2 ENVIRONMENTAL REQUIREMENTS A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 45 degrees F for 24 hours before, during and 48 hours after application of finishes. 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS: A. Benjamin Moore and Co. (BM) as specified on decor plan. B. Other Manufactures if specifically identified on Decor Plan. 2.2 MATERIALS A. Compatibility: Provide primers, finish coat materials, and related materials that are compatible with one another and the substrates indicated under conditions of service and applications demonstrated by the manufacturer based on testing and field experience. B. Paints: Ready mixed except field catalyzed coatings; good flow and brushing properties; capable of drying or curing free of streaks or sags. C. Paint Accessory Materials: Linseed oil, shellac, turpentine, and other materials, of commercial quality. D. Gypsum Drywall Primer: White, interior, latex-based primer. 1. BM: Moore’s Latex Quick-Dry Prime Seal #201 2. PPG: 6-2 Quick-Dry Latex Primer Sealer 3. P&L: Latex Wall Primer Z30001 4. SW: ProMar 200 Latex Primer Sealer. E. Ferrous Metal Primers: Synthetic, quick-drying, rust- inhibiting primers. 1. BM: IronClad RetardoRust-Inhibitive Paint #1 63 2. PPG: 6-208 Red Inhibitive MetalPrimer. 3. P&L: Effecto Rust-Inhibiting Primer. 4. SW: Kern Kromik Metal Primer B50N2/B5OW1. F. Galvanized Metal Primers: 1. BM: IronClad Galvanized Metal Latex Primer #155. 2. PPG: 6-215 / 216 Speedhide Galvanized Steel Primer. 3. P&L: P&L Interior Trim Primer. 4. SW: Galvite B50W3. C. Interior Enamel Undercoat: 1. BM: Moore’s Alkyd Enamel Under body #217. 2. PPG: 6-6 Speed hide Quick-Dry Enamel Undercoater. 3. P&L: Interior Trim Primer. 4. SW: ProMar 200 Alkyd Semi-Gloss Enamel B34W200. H. Interior Flat Alkyd Paint: 1. As specified on Decor sheets. I. Interior Semi-Gloss Alkyd Enamel: 1. As specified on Decor sheets. J. Interior Gloss Alkyd Enamel: 1. As specified on Decor sheets PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive work as instructed by the product manufacturer for the various types of finishes specified. B. Minimum Application Temperatures for Latex Paints: Interiors - 45 degrees F. Exterior 50 degrees F. C. Minimum Application Temperature for Varnish and transparent Finishes: 65 degrees F. D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the recommended maximum. E. Beginning of installation means acceptance of site conditions. 3.2 PREPARATION A. Correct minor defects and deficiencies in surfaces which affect work of this section. 3.3 APPLICATION A. Apply products to manufacturer’s instructions. B. Paint all exposed to view surfaces. C. Sand lightly between coats to achieve required finish. D. Do not apply finishes to surfaces that are not dry. E. Where clear finishes are required, tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface. F. Back prime exterior wood work with exterior primer paint. G. Back prime interior wood work with primer sealer paint. 3.4 MECHANICAL AND ELECTRICAL EQUIPMENT A. Remove finished louvers, grilles, covers, and access panels on mechanical and electrical components from location and paint separately. Finish paint primed equipment to to match adjacent work. B. Prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and supports, to match adjacent work except where items are prefinished. C. Paint interior surfaces of air ducts, convector and baseboard heating cabinets that are visible through grilles and louvers with one coat of flat black paint, to limit of sight line. Paint dampers, except fire-rated, exposed behind louvers, grilles, convector and baseboard cabinets to match face panels. D. Paint exposed conduit and electrical equipment occurring in finished areas. Color and texture to match adjacent surfaces. E. Paint both sides and edges of plywood backboards for electrical equipment before installing equipment. 3.5 PROTECTION A. Protect other surfaces from paint or damage. Repair damage. 3.6 CLEANING A. As work proceeds, promptly remove paint where spilled, splashed, or spattered. 3.7 SCHEDULE - INTERIOR SURFACES A. Wood - Painted: 1. One coat, alkyd primer sealer. 2. Two coats, alkyd enamel, with sheen as indicated on decor schedule. B. Wood - Transparent: 1. Filler coat for open grained wood only. 2. One coat stain. 3. One coat, sealer. 4. One coat varnish, gloss. 5. One coat varnish, satin. C. Steel - Unprimed: 1. One coat, zinc chromate primer. 2. Two coats, alkyd enamel, gloss. D. Steel - Primed: 1. Touch-up with zinc chromate primer. 2. Two coats, alkyd enamel, gloss. E. Steel Galvanized: 1. One coat, zinc chromate primer. 2. Two coats, alkyd enamel, gloss. F. Concrete Floors: 1. One coat, concrete sealer applied per manufacturer’s directions. G. Plaster, Gypsum Board: 1. One coat, alkyd primer sealer. 2. Two coats, alkyd enamel, with sheen as noted on decor schedule. END OF SECTION ROOM FINISH SCHEDULE NUMBER NAME BASE FINISH FLOOR FINISH WALL FINISH CEILING FINISH COMMENTS 1 SALES FLOOR 1X4 TO MATCH WD-1 WD-1 GYP. BD. PAINT PT-2 GYP. BD. PAINT PT-1 PROVIDE LTWT. CEMENTITIOUS FLOOR FILL AS NECESSARY 2 OFFICE 1X4 TO MATCH WD-1 WD-1 GYP. BD. PAINT PT-2 EXPOSED PROVIDE LTWT. CEMENTITIOUS FLOOR FILL AS NECESSARY 3 FITTING 1X4 TO MATCH WD-1 WD-1 GYP. BD. PAINT PT-2 GYP. BD. PAINT PT-1 PROVIDE LTWT. CEMENTITIOUS FLOOR FILL AS NECESSARY 4 BACKSTOCK RB-1 SEALED CONCRETE GYP. BD. PAINT PT-2 EXPOSED PROVIDE LTWT. CEMENTITIOUS FLOOR FILL AS NECESSARY DOOR SCHEDULE MARK TYPE WIDTH HEIGHT MATERIAL THICKNESS FINISH FIRE RATING FRAME TYPE HARDWARE COMMENTS 1 FLUSH PANEL FITTING 3' - 0"7' - 0"PLAIN-SLICED WHITE OAK VENEER 1 3/4"MATCH WD-1 NON-RATED HOLLOW METAL PRIVACY PROVIDE SS LEVER HARDWARE, HINGES, & WALL STOP 2 FLUSH PANEL 3' - 0"7' - 0"PLAIN-SLICED WHITE OAK VENEER 1 3/4"MATCH WD-1 NON-RATED HOLLOW METAL PASSAGE PROVIDE SS LEVER HARDWARE, HINGES, & WALL STOP 3 FLUSH PANEL 2' - 6"7' - 0"PLAIN-SLICED WHITE OAK VENEER 1 3/4"MATCH WD-1 NON-RATED HOLLOW METAL ENTRY PROVIDE SS LEVER HARDWARE, HINGES, & WALL STOP 1/2" = 1'-0"A102 1 EAST FITTING ELEVATION 1/2" = 1'-0"A102 2 NORTH FITTING ELEVATION 1/2" = 1'-0"A102 3 SOUTH FITTING ELEVATION No.Description Date Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By Martin Haeberle at 2:00 pm, Oct 24, 2012 Scale Project Number Date Drawn by Checked by 14 1 E a s t M e a d o w D r i v e , S u i t e 1 1 1 , V a i l , C o l o r a d o 8 1 6 5 7 10 / 1 9 / 2 0 1 2 1 2 : 5 8 : 1 8 P M A103 FIXTURE & GRAPHIC PLAN 19912 VAIL SOLARIS ICEBREAKER SPECIALTY SPORTS VENTURE 19 October 2012 PT PT NOTE: FLOOR AND WALL FIXTURES PROVIDED BY TENANT, INSTALLED BY G.C. 1 CASHWRAP TO CONFORM TO ANSI 117.1 No.Description Date 1 TOV Comments 10/19/12 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By Martin Haeberle at 2:00 pm, Oct 24, 2012 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 0 9 I n t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e at 1: 4 5 pm , Oc t 24 , 20 1 2 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 0 9 I n t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e at 1: 4 5 pm , Oc t 24 , 20 1 2 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 0 9 I n t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e at 1: 4 5 pm , Oc t 24 , 20 1 2 EL E C T R I C A L S P E C I F I C A T I O N S GE N E R A L R E Q U I R E M E N T S DR A W I N G S A R E D I A G R A M M A T I C A N D D O N O T I N D I C A T E A L L F I T T I N G S , J U N C T I O N B O X E S , E T C . RE Q U I R E D . P R O V I D E A L L R E Q U I R E D E Q U I P M E N T , C O N D U I T , F I T T I N G S , W I R I N G , B O X E S , E T C . F O R A CO M P L E T E A N D O P E R A T I O N A L I N S T A L L A T I O N . WO R K A N D E Q U I P M E N T S H A L L C O M P L Y W I T H S T A T E A N D L O C A L L Y A D O P T E D C O D E S A N D ST A N D A R D S , I N C L U D I N G T H E N A T I O N A L E L E C T R I C A L C O D E ( N E C ) , I N T E R N A T I O N A L C O D E S (I - C O D E S ) , A N D L O C A L A M E N D M E N T S . AN Y T H I N G D R A W N O R S P E C I F I E D S H A L L N O T B E C O N S T R U E D T O C O N F L I C T W I T H S T A T E A N D LO C A L L Y A D O P T E D C O D E S A N D S T A N D A R D S , I N C L U D I N G T H E N A T I O N A L E L E C T R I C A L C O D E , W H I C H GO V E R N S T H E I N S T A L L A T I O N O F A N Y E L E C T R I C A L W O R K . I T E M S S H A L L N O T B E I N S T A L L E D I N CO N F L I C T W I T H T H E N E C . R E S O L V E A N Y A N D A L L C O N F L I C T S P R I O R T O I N S T A L L A T I O N . BE C O M E T H O R O U G H L Y A C Q U A I N T E D W I T H T H E C O N D I T I O N S U N D E R W H I C H W O R K I S T O B E PE R F O R M E D . E X A M I N E A L L S E R V I C E S , E Q U I P M E N T , A N D E X I S T I N G C O N D I T I O N S , W H I C H T H I S W O R K IS I N A N Y W A Y D E P E N D E N T U P O N , A N D B R I N G A N Y D I S C R E P A N C I E S O R O M I S S I O N S F O U N D I N T H E DR A W I N G S T O T H E E L E C T R I C A L E N G I N E E R ' S A T T E N T I O N P R I O R T O S U B M I T T I N G B I D . TH E L O C A T I O N O F O U T L E T S A N D E Q U I P M E N T S H O W N O N T H E D R A W I N G S A R E A P P R O X I M A T E . T H E AR C H I T E C T A N D E N G I N E E R S H A L L H A V E T H E R I G H T T O A D J U S T T H E L O C A T I O N O F O U T L E T S O R FI X T U R E S , W I T H I N 1 0 ' O F T H E S P E C I F I E D L O C A T I O N , B E F O R E T H E Y A R E I N S T A L L E D A N D W I T H O U T AD D I T I O N A L C O S T . PR O V I D E D R A W I N G S T O L O C A L B U I L D I N G A U T H O R I T Y A N D O B T A I N A P E R M I T P R I O R T O S T A R T I N G AN Y W O R K . NO T I F Y E L E C T R I C A L E N G I N E E R O F A N Y C H A N G E S R E Q U E S T E D B Y T H E L O C A L B U I L D I N G A U T H O R I T Y IM M E D I A T E L Y A N D P R I O R T O S T A R T I N G W O R K . VE R I F Y A N D C O M P L Y W I T H U T I L I T Y C O M P A N Y R E Q U I R E M E N T S . P R O V I D E M E T E R I N G , C O N N E C T I O N CA B I N E T S , C T C A B I N E T S , A N D T R A N S F O R M E R A N D C O N N E C T I O N C A B I N E T P A D S P E R L O C A L U T I L I T Y CO M P A N Y R E Q U I R E M E N T S . PR O V I D E A R E D L I N E D A S - B U I L T S E T O F E L E C T R I C A L D R A W I N G S T O O W N E R U P O N C O M P L E T I O N O F WO R K . EL E C T R I C A L W O R K S H O W N L I G H T O R M A R K E D " E " I S E X I S T I N G , S H O W N D A R K I S N E W , A N D S H O W N DA S H E D I S E X I S T I N G T O B E R E M O V E D O R R E L O C A T E D U N L E S S O T H E R W I S E I N D I C A T E D . D A S H I N G MA Y A L S O I N D I C A T E U N D E R F L O O R O R U N D E R G R O U N D C O N D U I T . I F U N C L E A R , C O N T A C T EL E C T R I C A L E N G I N E E R F O R C L A R I F I C A T I O N . EQ U I P M E N T , W I R I N G , A N D D E V I C E S S H O W N A R E N E W U N L E S S O T H E R W I S E N O T E D . MA I N T A I N C I R C U I T I N G T O E X I S T I N G E Q U I P M E N T A N D D E V I C E S T O R E M A I N . RE F E R E N C E A R C H I T E C T U R A L D R A W I N G S F O R A D D I T I O N A L I N F O R M A T I O N . IN S T A L L E Q U I P M E N T A N D D E V I C E S P E R T H E M A N U F A C T U R E R ' S I N S T A L L A T I O N I N S T R U C T I O N S . NO T I F Y E L E C T R I C A L E N G I N E E R , P R I O R T O I N S T A L L I N G E Q U I P M E N T A N D D E V I C E S , I F MA N U F A C T U R E R ' S I N S T A L L A T I O N I N S T R U C T I O N S C O N F L I C T W I T H E L E C T R I C A L I N F O R M A T I O N O N TH E T H E S E D R A W I N G S . EL E C T R I C A L L Y O P E R A T E D E Q U I P M E N T S H O W N O N P L A N S , A N D N O T C I R C U I T E D O N T H E EL E C T R I C A L P L A N S , W I L L R E Q U I R E E L E C T R I C A L S E R V I C E . C O N T A C T E L E C T R I C A L E N G I N E E R F O R CO N N E C T I O N R E Q U I R E M E N T S A N D C L A R I F I C A T I O N P R I O R T O B I D . T H E C O S T F O R T H I S W O R K S H A L L BE I N C L U D E D I N T H E B I D . PR O V I D E H A N G E R S A N D S U P P O R T S T O A D E Q U A T E L Y A N D S E C U R E L Y S U P P O R T E L E C T R I C A L SY S T E M C O M P O N E N T S I N A N E A T A N D W O R K M A N L I K E M A N N E R . MA I N T A I N T H E F I R E R A T I N G O F T H E A S S E M B L Y ( C E I L I N G , W A L L , O R F L O O R ) I N W H I C H E Q U I P M E N T , WI R I N G , A N D D E V I C E S A R E T O B E I N S T A L L E D . SU B M I T T A L S A N D S U B S T I T U T I O N S PR O V I D E P R O D U C T D A T A S H E E T S A N D S H O P D R A W I N G S F O R E Q U I P M E N T , F I X T U R E S , A N D D E V I C E S TO E L E C T R I C A L E N G I N E E R P R I O R T O P U R C H A S I N G . R E V I E W , S T A M P A N D I N I T I A L A L L E L E C T R I C A L SU B M I T T A L S A N D S H O P D R A W I N G S C E R T I F Y I N G T H A T T H E S U B M I T T A L S H A V E B E E N R E V I E W E D PR I O R T O S U B M I T T I N G T O E L E C T R I C A L E N G I N E E R F O R R E V I E W . EQ U I P M E N T A N D F I X T U R E S S P E C I F I E D R E P R E S E N T R E Q U I R E D Q U A L I T Y A N D P E R F O R M A N C E . PR O V I D E P R O D U C T D A T A S H E E T S A N D S H O P D R A W I N G O F P R O P O S E D S U B S T I T U T I O N S T O SP E C I F I E D E Q U I P M E N T T O E L E C T R I C A L E N G I N E E R F O R R E V I E W . E L E C T R I C A L E N G I N E E R S H A L L DE T E R M I N E T H E A C C E P T A B I L I T Y O F S U B S T I T U T I O N S T O S P E C I F I E D E Q U I P M E N T . R E V I E W , S T A M P AN D I N I T I A L E D A L L E L E C T R I C A L S U B M I T T A L S A N D S H O P D R A W I N G S C E R T I F Y I N G T H A T S U B M I T T A L S HA V E B E E N R E V I E W E D P R I O R T O S U B M I T T I N G T O E L E C T R I C A L E N G I N E E R F O R R E V I E W . SU B M I T T A L S A N D S H O P D R A W I N G S A R E T O I N C L U D E T H E F O L L O W I N G : K E Y T O P L A N D E S I G N A T I O N S , MA N U F A C T U R E R , M O D E L N U M B E R , D A T A S H E E T S , Q U A N T I T I E S , C O L O R S , L A B E L S , D I M E N S I O N S , IN S T A L L A T I O N I N S T R U C T I O N S , A N D A N Y A D D I T I O N A L I N F O R M A T I O N R E Q U I R E D T O D E T E R M I N E I F TH E P R O D U C T M E E T S T H E D E S I G N I N T E N T . CO N S T R U C T I O N P H A S E R E V I E W R E Q U I R E M E N T S IN S T A L L P O W E R , L I G H T I N G , C O M M U N I C A T I O N S A N D S P E C I A L S Y S T E M ( F I R E A L A R M , S E C U R I T Y , BU I L D I N G A U T O M A T I O N , E T C ) B O X E S P R I O R T O R U N N I N G C A B L E O R C O N D U I T T O B O X E S . A R R A N G E FO R O W N E R , A R C H I T E C T , A N D E N G I N E E R T O R E V I E W B O X L O C A T I O N S P R I O R T O R U N N I N G C A B L E OR C O N D U I T T O B O X E S . A D J U S T B O X E S A S D I R E C T E D B Y O W N E R , A R C H I T E C T , A N D E N G I N E E R . RE Q U E S T S F O R M O D I F I C A T I O N S T O T H E C O N T R A C T ( C H A N G E O R D E R S ) RE Q U E S T S B Y C O N T R A C T O R F O R A D D I T I O N O R R E D U C T I O N T O T H E C O N T R A C T A M O U N T S H A L L B E AC C O M P A N I E D B Y T H E F O L L O W I N G F O R E V A L U A T I O N B Y T H E O W N E R A N D E N G I N E E R : 1. O R I G I N A N D D A T E O F C L A I M 2. Q U A N T I T I E S O F P R O D U C T S , L A B O R , A N D E Q U I P M E N T 3. D O L L A R A M O U N T O F T A X E S , O V E R H E A D , A N D P R O F I T 4. J U S T I F I C A T I O N F O R A N Y C H A N G E I N C O N T R A C T T I M E 5. C R E D I T A M O U N T F O R D E L E T I O N S ( W I T H D O C U M E N T A T I O N ) 6. D A T E S A N D T I M E S O F W O R K P E R F O R M E D , A N D B Y W H O M 7. T I M E R E C O R D S A N D W A G E R A T E S P A I D 8. I N V O I C E S A N D R E C E I P T S F O R P R O D U C T S A N D E Q U I P M E N T SU B M I T A L L D O C U M E N T A T I O N T O E N G I N E E R A N D O W N E R , A N D O B T A I N W R I T T E N A P P R O V A L P R I O R TO S T A R T I N G A N Y W O R K T H A T A F F E C T S T H E C O N T R A C T A M O U N T O R C O M P L E T I O N D A T E . EX I S T I N G C O N D I T I O N S TH E S E D R A W I N G S C O N T A I N I N F O R M A T I O N R E G A R D I N G E X I S T I N G C O N D I T I O N S . T H I S I N F O R M A T I O N WA S C O M P I L E D F R O M E X I S T I N G D R A W I N G S O R C A S U A L F I E L D O B S E R V A T I O N S . I N S O M E C A S E S , AS S U M P T I O N S W E R E M A D E W H E N F I E L D O B S E R V A T I O N S O R E X I S T I N G D R A W I N G S D I D N O T PR O V I D E N E C E S S A R Y I N F O R M A T I O N ( I . E . L O C K E D D I S C O N N E C T S , N O W I R E S I Z E I N D I C A T E D , NA M E P L A T E D A T A M I S S I N G , I N A C C U R A T E A S - B U I L T D R A W I N G S , E T C . ) . EX I S T I N G C O N D I T I O N S S H A L L B E V E R I F I E D A N D A L L O W E D F O R P R I O R T O B I D A N D C O N S T R U C T I O N . NO T I F Y T H E E L E C T R I C A L E N G I N E E R O F A N Y D I S C R E P A N C I E S W I T H T H E S E D R A W I N G S I M M E D I A T E L Y AN D P R I O R T O C O M M E N C I N G A N Y F U R T H E R W O R K . CO O R D I N A T I O N TH E E L E C T R I C A L D R A W I N G S A R E O N L Y O N E P A R T O F A C O M P L E T E S E T O F C O N S T R U C T I O N DO C U M E N T S . E X A M I N E T H E A R C H I T E C T U R A L , M E C H A N I C A L A N D P L U M B I N G D R A W I N G S P R I O R SU B M I T T I N G B I D A N D S T A R T I N G W O R K T O D E T E R M I N E T H E F U L L E X T E N T O F E L E C T R I C A L W O R K RE Q U I R E D . CO O R D I N A T E W O R K W I T H O T H E R T R A D E S P R I O R T O R O U G H - I N . C O O R D I N A T I O N S H A L L I N C L U D E RE V I E W I N G T H E A R C H I T E C T U R A L , M E C H A N I C A L , P L U M B I N G , E T C . D R A W I N G S A N D S H O P D R A W I N G S PR I O R T O B I D A N D C O N S T R U C T I O N . OB T A I N A N D R E V I E W S H O P D R A W I N G S , P R O D U C T D A T A , M A N U F A C T U R E R ' S W I R I N G D I A G R A M S A N D MA N U F A C T U R E R ' S I N S T R U C T I O N S F O R E Q U I P M E N T P R O V I D E D B Y O T H E R S . TH E F I N A L L O C A T I O N O F E Q U I P M E N T S H A L L B E C O O R D I N A T E D I N T H E F I E L D , P R I O R T O R O U G H - I N , TO M E E T A P P L I C A B L E L O C A T I O N , H E I G H T A N D C L E A R A N C E R E Q U I R E M E N T S . DE M O L I T I O N DI S C O N N E C T W I R I N G T O E Q U I P M E N T , D E V I C E S , A N D F I X T U R E S T O B E R E M O V E D . R E M O V E EQ U I P M E N T , W I R I N G , D E V I C E S A N D C O N D U I T N O T B E I N G U S E D . F I E L D V E R I F Y E X I S T I N G CO N D I T I O N S T O D E T E R M I N E E X T E N T O F D E M O L I T I O N W O R K . R E F E R E N C E A R C H I T E C T U R A L , ME C H A N I C A L , A N D E L E C T R I C A L P L A N S F O R A D D I T I O N A L I N F O R M A T I O N . MA I N T A I N T H E E L E C T R I C A L S E R V I C E T O E X I S T I N G E Q U I P M E N T A N D D E V I C E S T O R E M A I N . MA I N T A I N I N G E X I S T I N G S E R V I C E S MA I N T A I N T H E E L E C T R I C A L S E R V I C E T O E X I S T I N G T E N A N T S A N D A R E A S . A N Y S E R V I C E DI S C O N T I N U I T Y S H A L L B E C O O R D I N A T E D A N D A P P R O V E D B Y O W N E R A N D T E N A N T S P R I O R T O OU T A G E . I F R E Q U I R E D , P R O V I D E T E M P O R A R Y P O W E R D U R I N G O U T A G E . WI R I N G A N D C O N D U I T NE W W I R I N G S H A L L B E T H H N / T H W N -2 , 9 0 ° C I NS U L A T E D C O P P E R U N L E S S O T H E R W I S E N O T E D . AL U M I N U M C O N D U C T O R S S H A L L B E X H H W - 2 , I N S U L A T E D C O M P A C T S T R A N D . TH E C O N D U C T O R S F O R 1 5 A A N D 2 0 A B R A N C H C I R C U I T S S H A L L B E # 1 2 T H H N / T H W N - 2 , 90 ° C IN S U L A T E D C O P P E R . BR A N C H - C I R C U I T C O N D U C T O R S G R E A T E R T H A N 2 0 A S H A L L B E A S I N D I C A T E D O N P L A N S O R RE Q U I R E D P E R C O D E . 20 A M P E R E B R A N C H C I R C U I T H O M E R U N S O V E R 7 5 ' S H A L L B E # 1 0 A W G C U A N D O V E R 1 5 0 ' S H A L L B E #8 A W G C U . TH E M A X I M U M N U M B E R O F C O N D U C T O R S I N A C O N D U I T F O R A 3 Ø S Y S T E M S H A L L B E T H R E E ( A Ø , BØ , C Ø ) , N O T I N C L U D I N G N E U T R A L A N D E Q U I P M E N T G R O U N D I N G C O N D U C T O R S , U N L E S S OT H E R W I S E I N D I C A T E D . C O N D U I T S I Z E S H A L L B E B A S E D U P O N N E C C H A P T E R 9 A N D A N N E X C . MO R E T H A N 3 C U R R E N T - C A R R Y I N G C O N D U C T O R S M A Y B E I N S T A L L E D I N A R A C E W A Y I F T H E AP P R O P R I A T E A M P A C I T Y - D E R A T I N G F A C T O R S A R E A P P L I E D . PR O V I D E A D E D I C A T E D N E U T R A L F O R E A C H L I N E - T O - N E U T R A L C I R C U I T U N L E S S A M U L T I - P O L E BR E A K E R , W H I C H D I S C O N N E C T S A L L P H A S E C O N D U C T O R S T H A T S H A R E A N E U T R A L , I S P R O V I D E D (L I S T E D B R E A K E R - T I E S A R E P E R M I T T E D ) . PR O V I D E A N I N S U L A T E D E Q U I P M E N T G R O U N D I N G C O N D U C T O R W I T H A L L F E E D E R S A N D BR A N C H - C I R C U I T W I R I N G . IN C R E A S E C O N D U I T S I Z E A S R E Q U I R E D T O A C C O M M O D A T E E Q U I P M E N T G R O U N D I N G C O N D U C T O R . CO N D U I T S H A L L B E C O N C E A L E D I N W A L L S , F L O O R O R C E I L I N G I N F I N I S H E D A R E A S U N L E S S OT H E R W I S E I N D I C A T E D . IN F I N I S H E D A R E A S , W H E R E C O N D U I T A N D C A B L E C A N N O T B E C O N C E A L E D I N W A L L S O R C E I L I N G S (I . E . E X I S T I N G M A S O N R Y C O N S T R U C T I O N ) , P R O V I D E W I R E M O L D O R E Q U A L S U R F A C E M O U N T E D RA C E W A Y A S A P P R O V E D B Y A R C H I T E C T O R E N G I N E E R . TH E T Y P E O F C O N D U I T S H A L L B E A S F O L L O W S F O R A L L F E E D E R S A N D B R A N C H C I R C U I T S , U N L E S S OT H E R W I S E S P E C I F I E D O R R E Q U I R E D . R E F E R E N C E T H E N E C F O R A D D I T I O N A L A P P L I C A T I O N RE Q U I R E M E N T S . AP P L I C A T I O N TY P E O F C O N D U I T IN C O N C R E T E O R M A S O N R Y E M T , G R C O R P V C OU T D O O R S ( A B O V E G R A D E ) E M T O R G R C BR A N C H C I R C U I T S ( E X P O S E D ) E M T O R G R C BR A N C H C I R C U I T S ( C O N C E A L E D ) M C C A B L E O R E M T SU P P L Y T O D I S T R I B U T I O N P A N E L S E M T O R G R C UN D E R G R O U N D P V C S C H E D . 4 0 O R 80 A S R E Q ' D FI N A L C O N N E C T I O N S T O M E C H A N I C A L O R V I B R A T I N G E Q U I P M E N T , S U C H A S M O T O R S A N D TR A N S F O R M E R S , S H A L L B E M A D E W I T H F L E X I B L E M E T A L C O N D U I T . F I N A L C O N N E C T I O N S T O L I G H T FI X T U R E S S H A L L B E M A D E W I T H F L E X I B L E M E T A L C O N D U I T W I T H A M A X I M U M L E N G T H O F 6 ' . IN S T A L L C O N D U I T E X P O S E D T O S U N L I G H T O N R O O F T O P S A M I N I M U M O F 1 2 " A B O V E R O O F SU R F A C E . PR O V I D E P V C C O A T E D G R C F O R E L B O W S I N P V C C O N D U I T R U N S . AL L C O N D U I T S A N D C A B L E S P A S S I N G T H R O U G H R A T E D W A L L S , F L O O R S O R C E I L I N G S S H A L L B E FI R E S T O P P E D W I T H A P P R O V E D F I R E B A R R I E R C A U L K . I N S T A L L C A U L K P E R M A N U F A C T U R E ' S IN S T R U C T I O N S A N D M A I N T A I N T H E R A T I N G O F T H E W A L L , F L O O R , O R C E I L I N G B E I N G P E N E T R A T E D . DE V I C E S DE V I C E A N D F A C E P L A T E C O L O R S H A L L B E A S S P E C I F I E D B Y T H E A R C H I T E C T O R T O M A T C H EX I S T I N G . C O O R D I N A T E F A C E P L A T E A N D D E V I C E C O L O R S W I T H A R C H I T E C T , I N T E R I O R D E S I G N E R AN D O W N E R P R I O R T O P U R C H A S I N G A N D I N S T A L L I N G D E V I C E S A N D F A C E P L A T E S . PR O V I D E C O M M E R C I A L S P E C I F I C A T I O N G R A D E S W I T C H E S A N D R E C E P T A C L E S . PR O V I D E G F I P R O T E C T I O N F O R 1 2 0 V , 1 5 A A N D 2 0 A R E C E P T A C L E S I N S T A L L E D I N T H E F O L L O W I N G NO N - D W E L L I N G L O C A T I O N S : B A T H R O O M S , K I T C H E N S , R O O F T O P S , O U T D O O R S , S I N K S ( W I T H I N 6 ' O F OU T S I D E E D G E O F S I N K ) , F E E D I N G E L E C T R I C W A T E R C O O L E R S , A N D L O C A T I O N S I N D I C A T E D O N PO W E R P L A N . PR O V I D E H U B B E L L R E C E P T A C L E S W I T H T H E A P P R O P R I A T E N E M A C O N F I G U R A T I O N F O R RE C E P T A C L E S S H O W N O N T H E E L E C T R I C A L P L A N . PR O V I D E 6 ' C O R D A N D P L U G F O R S P E C I A L - P U R P O S E R E C E P T A C L E S I F E Q U I P M E N T T O B E IN S T A L L E D I S N O T S U P P L I E D W I T H A C O R D A N D P L U G . PR O V I D E F L O O R - M O U N T E D D E V I C E C O V E R S M O U N T E D F L U S H W I T H T H E F I N I S H E D F L O O R SU R F A C E . PR O V I D E W I R I N G D E V I C E S A S M A N U F A C T U R E D B Y H U B B E L L , P A S S A N D S E Y M O U R , L E V I T I O N , WA T T - S T O P P E R , L U T R O N O R E Q U A L . CO O R D I N A T E M O U N T I N G H E I G H T S O F S W I T C H E S , R E C E P T A C L E S , P H O N E O U T L E T S , D A T A O U T L E T S , TV O U T L E T S , A N D L I G H T F I X T U R E S W I T H A R C H I T E C T U R A L D R A W I N G S . TH E M O U N T I N G H E I G H T F O R D E V I C E S S H A L L B E A S I N D I C A T E D B E L O W , U N L E S S O T H E R W I S E NO T E D . M O U N T I N G H E I G H T S A R E T O C E N T E R O F D E V I C E , U N L E S S O T H E R W I S E N O T E D . M A T C H MO U N T I N G H E I G H T O F E X I S T I N G D E V I C E S I F A P P L I C A B L E . GE N E R A L R E C E P T A C L E S ( C O M M E R C I A L ) @ 1 8 " A F F AB O V E C O U N T E R R E C E P T A C L E S A N D S W I T C H E S @ 2 " A B O V E CO U N T E R O R B A C K S P L A S H T O B O T T O M O F D E V I C E (C O O R D I N A T E W I T H A R C H I T E C T ) LI G H T S W I T C H E S @ 4 4 " A F F TE L E P H O N E O U T L E T S @ 1 8 " A F F TE L E P H O N E O U T L E T ( W A L L M O U N T E D ) 4 4 " A F F TV O U T L E T S ( C O M M E R C I A L ) @ 1 8 " A F F DA T A / P H O N E O U T L E T S ( C O M M E R C I A L ) @ 1 8 " A F F PR O V I D E " I N - U S E " W E A T H E R P R O O F C O V E R F O R E X T E R I O R R E C E P T A C L E S . CO M P L Y W I T H A D A S T A N D A R D S F O R M O U N T I N G H E I G H T S A N D L O C A T I O N S . DE V I C E S I N T H E S A M E L O C A T I O N A N D A T T H E S A M E M O U N T I N G H E I G H T S H A L L B E M O U N T E D U N D E R A C O M M O N W A L L P L A T E . DI S T R I B U T I O N E Q U I P M E N T PR O V I D E D I S T R I B U T I O N P A N E L S , D I S C O N N E C T S , C O N T A C T O R S , E T C . O F V O L T A G E , A M P E R A G E , PH A S E , A N D S H O R T - C I R C U I T R A T I N G S A S I N D I C A T E D O N P L A N S . TE R M I N A T I O N S S H A L L B E R A T E D 7 5 ° C M I N I M U M C U / A L . FU S E S S P E C I F I E D A R E A S M A N U F A C T U R E D B Y B U S S M A N N . T H E S A M E C L A S S O F F U S E A S MA N U F A C T U R E D B Y L I T T E L F U S E A N D G O U L D - S H A W M U T M A Y B E S U B S T I T U T E D . EN C L O S U R E S F O R E Q U I P M E N T A N D D E V I C E S S H A L L B E S U I T A B L E F O R T H E I N S T A L L E D L O C A T I O N . PR O V I D E P A N E L S A N D S W I T C H B O A R D S B U S S I N G A N D F I N G E R S T O A C C O M M O D A T E B R E A K E R S O R SW I T C H E S I N A L L A V A I L A B L E S P A C E S . PR O V I D E A L I S T E D B R E A K E R - T I E O R M U L T I - P O L E B R E A K E R F O R E A C H M U L T I W I R E ( S H A R E D NE U T R A L ) B R A N C H C I R C U I T . PROVIDE DISTRIBUTION EQUIPMENT AS MANUFACTURED BY AMERICAN MIDWEST POWER,SQUARE D, ELECTRO-MECHANICAL INDUSTRIES, CUTLER-HAMMER, SIEMENS, ERICKSON ELECTRIC,GE OR METRON.THE MOUNTING HEIGHT FOR DISTRIBUTION EQUIPMENT SHALL BE AS INDICATED BELOW, UNLESS OTHERWISE NOTED.PANELS/LOADCENTERS - 6' AFF MAX TO CENTER OF TOP HANDLE DISCONNECT SWITCHES - 6'-6" AFF MAX TO CENTER OF HANDLE SINGLE UTILITY METER - 4' MIN, 6' MAX TO CENTER OF METER METER CENTER - 3' MIN, 6' MAX TO CENTER OF METERS PROVIDE BRASS TAG (ATTACHED WITH BRASS SCREWS), INDICATING UNIT SERVED ON SERVICE DISCONNECTS, FEEDER DISCONNECTS, AND METERS SERVING MULTI-TENANT FACILITIES.PROVIDE A TYPED PANEL SCHEDULE WITH LOAD DESCRIPTIONS FOR PANELS AFFECTED BY THIS PROJECT.PROVIDE A PHENOLIC LABEL ON EACH NEW OR RENAMED PANEL INDICATING THE PANEL NAME.IDENTIFICATION FOR ELECTRICAL SYSTEMS PROVIDE IDENTIFICATION LABELS OR HANDWRITTEN TEXT USING INDELIBLE MARKER TO IDENTIFY CIRCUITS ENCLOSED IN BOXES.USE IDENTIFICATION LABEL OR ENGRAVED FACEPLATE TO IDENTIFY BRANCH CIRCUITS FEEDING RECEPTACLES AND SWITCHES. PROVIDE IDENTIFICATION ON INSIDE SURFACE OF FACEPLATE FOR RECEPTACLES AND SWITCHES IN PUBLIC AREAS OR IN AREAS AS DIRECTED BY ARCHITECT OR OWNER.USE IDENTIFICATION LABEL TO IDENTIFY RECEPTACLES PROTECTED BY UPSTREAM GFI PROTECTION.LABEL CONDUCTORS AND CABLE WITH POWER SOURCE AND CIRCUIT NUMBER OR OTHER REQUIRED DESIGNATION. USE WRAP-AROUND SELF-ADHESIVE VINYL CLOTH, WRAP-AROUND SELF-ADHESIVE VINYL SELF-LAMINATING, HEAT-SHRINK SLEEVE, PLASTIC SLEEVE, PLASTIC CLIP-ON, OR VINYL SPLIT SLEEVE TYPE MARKERS SUITABLE FOR THE CONDUCTOR OR CABLE TO BE IDENTIFIED. USE FACTORY PRE-PRINTED OR MACHINE-PRINTED TEXT, ALL CAPITALIZED UNLESS OTHERWISE INDICATED.IDENTIFY EACH PIECE OF ELECTRICAL EQUIPMENT WITH AN IDENTIFICATION NAMEPLATE. PROVIDE THE FOLLOWING INFORMATION ON THE NAMEPLATE:PANELBOARDS AND LOAD CENTERS: AMPERE RATING, VOLTAGE AND PHASE, POWER SOURCE AND CIRCUIT NUMBER, LOADS BEING SERVED (TYPED CIRCUIT DIRECTORY).ENCLOSED SWITCHES AND CIRCUIT BREAKERS: AMPERE RATING, VOLTAGE AND PHASE, POWER SOURCE AND CIRCUIT NUMBER, LOAD BEING SERVED.CONDUCTOR INSULATION SHALL BE COLOR CODED AS FOLLOWS: 208/120V, 3Ø: PHASE: A - BLACK; PHASE B - RED; PHASE C - BLUE IDENTIFY EXISTING ELEMENTS TO REMAIN THAT ARE NOT ALREADY IDENTIFIED.PROVIDE TYPEWRITTEN CIRCUIT DIRECTORY TO IDENTIFY LOADS SERVED FOR PANELBOARDS AND LOAD CENTERS.MECHANICAL EQUIPMENT REFERENCE MECHANICAL DRAWINGS FOR EXACT LOCATION AND REQUIREMENTS OF MECHANICAL EQUIPMENT.ELECTRICALLY OPERATED EQUIPMENT SHOWN ON THE MECHANICAL PLANS AND NOT SHOWN ON THE ELECTRICAL PLANS WILL REQUIRE ELECTRICAL SERVICE. CONTACT ELECTRICAL ENGINEER FOR CONNECTION REQUIREMENTS PRIOR TO BID. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE BID.VERIFY MECHANICAL EQUIPMENT NAMEPLATE DATA (VOLTAGE, PHASE, FLA, MCA, MOCP, ETC.)PRIOR TO ROUGH-IN. NOTIFY ELECTRICAL ENGINEER IN WRITING OF ANY DISCREPANCIES WITH THESE DRAWINGS IMMEDIATELY AND PRIOR TO COMMENCING ANY FURTHER WORK.MECHANICAL CONTRACTOR SHALL PROVIDE STARTERS FOR MECHANICAL EQUIPMENT.MECHANICAL CONTRACTOR SHALL PROVIDE CONDUIT, WIRE, AND DEVICES FOR MECHANICAL EQUIPMENT CONTROLS, UNLESS OTHERWISE INDICATED ON THE ELECTRICAL DRAWINGS.ELECTRICAL CONTRACTOR SHALL PROVIDE MECHANICAL EQUIPMENT CONTROL WIRING, CONDUIT,AND DEVICES IF INDICATED ON THE ELECTRICAL DRAWINGS. NOTIFY ELECTRICAL ENGINEER IN WRITING OF ANY DISCREPANCIES WITH THESE DRAWINGS IMMEDIATELY AND PRIOR TO COMMENCING ANY FURTHER WORK.REFERENCE MECHANICAL DRAWINGS FOR LOCATIONS OF FIRE SMOKE DAMPERS AND CONTROL REQUIREMENTS OF MECHANICAL EQUIPMENT. PROVIDE 120V TO FIRE SMOKE DAMPERS AND PROVIDE EITHER DUCT OR SMOKE DETECTORS AS REQUIRED. RETURN AIR SYSTEMS OVER 2000CFM REQUIRE A SMOKE DETECTOR TO SHUT UNIT OFF MECHANICAL EQUIPMENT UPON ACTIVATION OF SMOKE DETECTOR. CONNECT DETECTORS TO FIRE ALARM SYSTEM IF APPLICABLE.PROVIDE EWZ201 FOR MECHANICAL EQUIPMENT CONTROLLED BY A TIME SWITCH. PROVIDE CONTACTOR RATED FOR THE MECHANICAL LOAD BEING CONTROLLED.TELEPHONE, DATA, AND CABLE OUTLETS PROVIDE A 4"X4" JUNCTION BOX WITH SINGLE-GANG PLASTER RING AND A 3/4" CONDUIT WITH PULL STRING TO NEAREST ACCESSIBLE CEILING SPACE FOR EACH WALL MOUNTED PHONE, DATA, AND CABLE OUTLET.LIGHTING PROVIDE LIGHT FIXTURES AS INDICATED ON LIGHTING PLAN OR FIXTURE SCHEDULE.THE MOUNTING HEIGHT FOR LIGHT FIXTURES SHALL BE AS INDICATED ON THE FIXTURE SCHEDULE,ARCHITECTURAL ELEVATIONS, OR AS SHOWN BELOW, UNLESS OTHERWISE NOTED. MATCH MOUNTING HEIGHT OF EXISTING LIGHT FIXTURES IF APPLICABLE.INSTALL EXIT AND EMERGENCY LIGHTS @ 6" BELOW CEILING TO TOP OF FIXTURE WITH A MAXIMUM MOUNTING HEIGHT OF10' AFF.PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH LIGHTING CIRCUIT.MAKE CONNECTIONS TO LIGHT FIXTURES USING BUILDING WIRE WITH INSULATION SUITABLE FOR TEMPERATURE CONDITIONS WITHIN THE LUMINAIRE.MAINTAIN THE FIRE RATING OF THE ASSEMBLY (CEILING OR WALL) IN WHICH LIGHT FIXTURES ARE TO BE INSTALLED. PROVIDE FIRE-RATED FIXTURES OR PROVIDE BOX AROUND FIXTURES AS MANUFACTURED BY TENMAT, EZ BARRIER OR EQUAL.PROVIDE 30A LIGHTING CONTACTOR WITH NUMBER OF POLES AS REQUIRED FOR LIGHTING CONTROLLED BY A TIME SWITCH OR PHOTOCELL.TIME SWITCH: TORK EWZ201 TIME SWITCH WITH PHOTOCELL: TORK DGLC SERIES ELECTRIC UTILITY COMPANY SUBMIT ELECTRICAL DRAWINGS AND SERVICE APPLICATION TO ELECTRIC UTILITY COMPANY PRIOR TO STARTING ANY WORK.ALARM AND DETECTION SYSTEM SHALL BE DESIGN/BUILD. PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM, REGARDLESS OF WHETHER SHOWN IN THE CONTRACT DOCUMENTS OR NOT.ALARM AND DETECTION SYSTEM SHOP DRAWINGS SHALL BE PREPARED BY THE SYSTEM SUPPLIER AND SIGNED AND SEALED BY A COLORADO LICENSED PROFESSIONAL ENGINEER. SHOP DRAWINGS SHALL INCLUDE DEVICE LOCATIONS, WIRING DIAGRAM, EQUIPMENT SPECIFICATIONS, BATTERY CALCULATIONS, VOLTAGE DROP CALCULATIONS, SEQUENCE OF OPERATION AND OTHER DETAILS REQUIRED BY THE LOCAL BUILDING DEPARTMENT, IFC AND NFPA 72 WITH LOCAL AMENDMENTS.THE SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IBC, IFC,NFPA 72 AND LOCAL CODES AND ORDINANCES. SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND FIRE DEPARTMENT AS A DEFERRED SUBMITTAL. SHOP DRAWINGS SHALL BE APPROVED PRIOR TO PURCHASING ANY EQUIPMENT OR STARTING ANY WORK. BR A N C H - C I R C U I T W I R I N G S C H E D U L E (U N L E S S O T H E R W I S E N O T E D ) 15 A #1 2 A W G # 1 2 A W G # 1 2 A W G 1 / 2 " 20 A #1 2 A W G # 1 2 A W G # 1 2 A W G 1 / 2 " 25 A #1 0 A W G # 1 0 A W G # 1 0 A W G 1 / 2 " 30 A #1 0 A W G # 1 0 A W G # 1 0 A W G 1 / 2 " 35 A #8 A W G # 8 A W G # 1 0 A W G 3 / 4 " 40 A #8 A W G # 8 A W G # 1 0 A W G 3 / 4 " 45 A #6 A W G # 6 A W G # 1 0 A W G 1" 50 A #6 A W G # 6 A W G # 1 0 A W G 1" 60 A #4 A W G # 4 A W G # 1 0 A W G 1 1 / 4 " 70 A #4 A W G # 4 A W G # 8 A W G 1 1 / 4 " 80 A #3 A W G # 3 A W G # 8 A W G 1 1 / 4 " 90 A #2 A W G # 2 A W G # 8 A W G 1 1 / 2 " 10 0 A #1 A W G # 1 A W G # 8 A W G 1 1 / 2 " NO T E S : 1. FO R M O T O R L O A D S , U S E M C A ( M I N I M U M C I R C U I T AM P A C I T Y ) T O S I Z E P H A S E A N D N E U T R A L CO N D U C T O R S A N D U S E M O C P ( M A X I M U M OV E R - C U R R E N T P R O T E C T I V E D E V I C E ) T O S I Z E EQ U I P M E N T G R O U N D I N G C O N D U C T O R . 2. IN C R E A S E P H A S E , N E U T R A L , A N D E Q U I P M E N T GR O U N D I N G C O N D U C T O R S I Z E S B Y 1 S T A N D A R D CO N D U C T O R S I Z E P E R E A C H 7 5 ' O F C O N D U C T O R LE N G T H . I N C R E A S E C O N D U I T S I Z E A C C O R D I N G L Y . A A PR O V I D E C L E A R S P A C E E Q U A L T O T H E W I D T H O F EQ U I P M E N T O R 3 0 " , W H I C H E V E R I S G R E A T E R . B PR O V I D E T H E F O L L O W I N G C L E A R S P A C E I N F R O N T O F EQ U I P M E N T : 3 ' F O R 0 - 1 5 0 L - G V O L T A G E A N D 4 ' F O R 1 5 1 - 6 0 0 L- G V O L T A G E . C P R O V I D E C L E A R S P A C E , F O R T H E W I D T H O F T H E EQ U I P M E N T , F R O M G R A D E , F L O O R O R P L A T F O R M T O A HE I G H T O F 6 - 1 / 2 ' O R T H E H E I G H T O F T H E E Q U I P M E N T , WH I C H E V E R I S G R E A T E R . D TH E S P A C E E Q U A L T O T H E W I D T H A N D D E P T H O F T H E EQ U I P M E N T A N D E X T E N D I N G F R O M T H E F L O O R T O A HE I G H T O F 6 ' A B O V E T H E E Q U I P M E N T O R T O T H E ST R U C T U R A L C E I L I N G , W H I C H E V E R I S L O W E R , S H A L L B E DE D I C A T E D T O T H E E L E C T R I C A L I N S T A L L A T I O N - N O PI P I N G , D U C T S , L E A K P R O T E C T I O N A P P A R A T U S , O R OT H E R E Q U I P M E N T F O R E I G N T O T H E E L E C T R I C A L IN S T A L L A T I O N S H A L L B E L O C A T E D I N T H I S Z O N E . SU S P E N D E D C E I L I N G S W I T H R E M O V A B L E P A N E L S S H A L L BE P E R M I T T E D W I T H I N T H E 6 ' Z O N E . SP R I N K L E R P R O T E C T I O N S H A L L B E P E R M I T T E D F O R T H E DE D I C A T E D S P A C E W H E R E T H E P I P I N G C O M P L I E S W I T H TH I S S E C T I O N . A D R O P P E D , S U S P E N D E D , O R S I M I L A R CE I L I N G T H A T D O E S N O T A D D S T R E N G T H T O T H E B U I L D I N G ST R U C T U R E S H A L L N O T B E C O N S I D E R E D A S T R U C T U R A L CE I L I N G . E TH E A R E A A B O V E T H E D E D I C A T E D S P A C E S H A L L B E PE R M I T T E D T O C O N T A I N F O R E I G N S Y S T E M S , P R O V I D E D PR O T E C T I O N I S I N S T A L L E D T O A V O I D D A M A G E T O T H E EL E C T R I C A L E Q U I P M E N T F R O M C O N D E N S A T I O N , L E A K S , OR B R E A K S I N S U C H F O R E I G N S Y S T E M S . B CDDEE CL E A R S P A C E / W O R K I N G S P A C E A B O U T EL E C T R I C A L E Q U I P M E N T TH E F I N A L L O C A T I O N O F E Q U I P M E N T S H A L L B E C O O R D I N A T E D IN T H E F I E L D , P R I O R T O R O U G H - I N , T O M E E T A P P L I C A B L E LO C A T I O N , H E I G H T A N D C L E A R A N C E R E Q U I R E M E N T S . TH E E L E C T R I C A L C O N T R A C T O R S H A L L S T O P W O R K IM M E D I A T E L Y , A N D A D V I S E O T H E R S T O S T O P W O R K I F T H E R E IS A C O N F L I C T W I T H T H E E L E C T R I C A L C L E A R A N C E A N D W O R K SP A C E R E Q U I R E M E N T S P E R T H E A B O V E I N F O R M A T I O N A N D TH E N E C . D FR O N T V I E W OF E Q U I P M E N T SI D E V I E W O F EQ U I P M E N T ScaleProject Number Date Drawn by Checked by141 East Meadow Drive, Suite 111, Vail, Colorado 81657 AS NOTEDE00119912VAIL SOLARIS ICEBREAKERSPECIALTY SPORTS VENTURE 2 October 2012 BEK BEKNo.DescriptionDate 9364 Teddy Lane Suite 101, Lone Tree, CO 80124-2873 Project Number:Village Square at Lone Tree (720) 489-1609 Fax (720) 489-1611••2012CEst. 1984 Consulting Electrical Engineers 12303NOT ISSUED FOR CONSTRUCTION UNLESSSIGNED THROUGH THE SEAL IN BLUE INK ORDIGITALLY SIGNED BY BRYAN KAZIN.LIMITED TO ELECTRICAL.36628 ELECTRICAL PLAN SHEET INDEX E001ELECTRICAL SPECIFICATIONS AND LEGEND E002ONE-LINE DIAGRAM, SCHEDULES, AND COMCHECK REPORT E100POWER PLAN AND LIGHTING PLANELECTRICALSPECIFICATIONS& LEGENDDigitally signed by Bryan Kazin Date: 2012.10.03 11:25:45 -06'00' Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 0 9 I n t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e at 1: 4 5 pm , Oc t 24, 2012 PANEL L111 MS - A 40 0 0 A 48 0 / 2 7 7 V , 3 Ø , 4 W 10 0 , 0 0 0 A I C 750kVA, 3Ø 480-208/120V RSL-A 2000A 208/120V, 3Ø, 4W 65,000AIC 12 [ 4 - 6 0 0 k c m i l A L , 1 - 4 0 0 k c m i l C U G ] ( 4 0 0 0 A ) (4 #3/0, 1 #6G)IN EXISTING 3"C (200A)(4 #3/0, 1 #6G)3"C (200A) FA U L T C U R R E N T C A L C U L A T I O N S ( E N D O F C O N D U C T O R ) LO C A T I O N D E S C R I P T I O N S T A R T I N G I S C MI N I M U M CO N D U C T O R LE N G T H PH A S E MU L T I P L I E R VO L T A G E # O F CO N D U C T O R SE T S C VALUEISC END @ P A N E L " L 1 1 1 " 50 , 8 3 6 15 0 1 . 7 3 2 0 8 1 12,8438,561 FA U L T C U R R E N T C A L C U L A T I O N S ( T R A N S F O R M E R S E C O N D A R Y ) LO C A T I O N D E S C R I P T I O N TR A N S F O R M E R kV A %Z SE C O N D A R Y VO L T A G E PH A S E IS C A T SE C O N D A R Y @ S E C O N D A R Y O F 7 5 0 K V A X F M R 75 0 . 0 4. 1 20 8 1 . 7 3 50,836 1 PA R T I A L O N E - L I N E D I A G R A M NO T T O S C A L E NO T E S : 1. E Q U I P M E N T , W I R I N G , A N D D E V I C E S S H O W N L I G H T A R E E X I S T I N G AND SHOWN DARK ARE NEW UNLESS OTHERWISE NOTED. 2. N E W W I R I N G S H A L L B E T H H N / T H W N - 2 I N S U L A T E D C O P P E R UNLESS OTHERWISE NOTED.TIME SWITCH FOR SIGN CIRCUIT TIME SWITCH FOR WINDOW DISPLAY LIGHTING ScaleProject Number Date Drawn by Checked by141 East Meadow Drive, Suite 111, Vail, Colorado 81657 AS NOTEDE00219912VAIL SOLARIS ICEBREAKERSPECIALTY SPORTS VENTURE 2 October 2012 BEK BEKNo.DescriptionDate 9364 Teddy Lane Suite 101, Lone Tree, CO 80124-2873 Project Number:Village Square at Lone Tree (720) 489-1609 Fax (720) 489-1611••2012CEst. 1984 Consulting Electrical Engineers 12303NOT ISSUED FOR CONSTRUCTION UNLESSSIGNED THROUGH THE SEAL IN BLUE INK ORDIGITALLY SIGNED BY BRYAN KAZIN.LIMITED TO ELECTRICAL.36628 ELECTRICAL PLAN SHEET INDEX E001ELECTRICAL SPECIFICATIONS AND LEGEND E002ONE-LINE DIAGRAM, SCHEDULES, AND COMCHECK REPORT E100POWER PLAN AND LIGHTING PLANONE-LINE DIAGRAM &SCHEDULESDigitally signed by Bryan Kazin Date: 2012.10.03 11:26:38 -06'00' Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 0 9 I n t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e at 1: 4 4 pm , Oc t 24 , 20 1 2 20" X 42" ACCESSIBLE BENCH MOUNTED 18" AFF36" X 72" MIRROR PREFAB. P. LAM. COUNTER @ 30" AFF.SHELVING SUPPLIED AND INSTALLED BY OWNER NO WORK THIS AREA EX I S T I N G I C E R I N K P L A Z A BACKSTOCK 4FITTING3 OFFICE 2 SA L E S F L O O R 1 36 " H A C C E S S I B L E C A S H W R A P S U P P L I E D BY B Y T E N A N T A N D I N S T A L L E D B Y G . C . NO W O R K T H I S A R E A 90.00° EXIST. COLUMNACAC +7 2 " +7 2 " +7 2 " +72"+72"+72"+72" +7 2 " 6" R O U N D F L U S H M O U N T E D F L O O R BO X ; D I V I D E D B O X F O R D U A L SE R V I C E ( D A T A / P H O N E A N D P O W E R ) ; BL A C K F A C E P L A T E A N D D E V I C E S . (T Y P I C A L ) EL E C T R I C A L T O I N C L U D E C U T T I N G & P A T C H I N G O F C O N C R E T E . (T Y P I C A L ) AB O V E WI N D O W AB O V E WI N D O W L111-1L111-5L111-7L111-9 L111-3 L1 1 1 - 1 1 L111 L1 1 1 - 1 3 FCU-1 +96"DTP-1 L111-15,17 L111-19 EXISTING CONDUIT TO METER CENTER (VERIFY SIZE).EXTEND EXISTING CONDUIT TO PANEL LOCATION.EXISTING CONDUIT TO COMMUNICATIONS CLOSET (VERIFY SIZE).EXTEND EXISTING CONDUIT TO OFFICE. NE W 5 / 8 " G Y P . B D . C E I L I N G O V E R MT L . S U S P . S Y S T E M . 8' - 0 " 8' - 0 " NE W 5 / 8 " G Y P . B D . C E I L I N G O V E R MT L . S U S P . S Y S T E M . OF F I C E 2 BA C K S T O C K 4 FI T T I N G 3 SA L E S F L O O R 110 ' - 1 0 " NO W O R K T H I S A R E A NO W O R K T H I S A R E A NO W O R K T H I S A R E A B B A2 A2 J1 J1 J1 J2 H4 H4 H4 D G G D ab cd f c, d c, d c, d b f f PR O V I D E 2 X 4 A (9 6 0 V A ) C U R R E N T LI M I T I N G D E V I C E AL T E R N A T E C I R C U I T S ON T R A C K ( T Y P I C A L ) SI G N AB O V E S O F F I T L1 1 1 - 8 L1 1 1 - 4 L1 1 1 - 6 b a L1 1 1 - 4 VI A T I M E S W I T C H VI A T I M E S W I T C H PR O V I D E 1 A (1 2 0 V A ) C U R R E N T LI M I T I N G D E V I C E PA R T PA R T C C C C C C C C C C C C C C C C C C C C C C b b b b b b b b b b b a aa a a a a a a a a L1 1 1 - 2 CO N N E C T T O NO N - S W I T C H E D L E G O F LO C A L L I G H T I N G C I R C U I T . EX I T A N D E M E R G E N C Y L I G H T I N G F I X T U R E S C H E D U L E DE S C R I P T I O N O F L U M I N A I R E L U M I N A I R E S P E C I F I C A T I O N SY M B O L D E S C R I P T I O N F I N I S H M O U N T I N G I N F O M A N U F A C T U R E R C A T A L O G N U M B E R LA M P ( S ) VO L T A G E EX I T / E M L I G H T ( U N I V E R S A L ) WH I T E S E E P L A N E X I T R O N I X GV E X - U - B P - W H - E L 9 5 - G 2 (A D D " R " I F P O W E R I N G R E M O T E HE A D S ) LE D + ( 2 ) 5 . 4 W H. I . T . L A M P S 12 0 / 2 7 7 I N P U T 6V B A T T E R Y LI G H T I N G F I X T U R E S C H E D U L E PR E P A R E D B Y K A Z I N & A S S O C I A T E S DE S C R I P T I O N O F L U M I N A I R E L U M I N A I R E S P E C I F I C A T I O N ID D E S C R I P T I O N F I N I S H M O U N T I N G I N F O M A N U F A C T U R E R C A T A L O G N U M B E R LA M P ( S ) VO L T A G E A2 CO N C E A L E D R E C E S S E D AD J U S T A B L E A C C E N T L I G H T WH I T E R E C E S S E D I N G Y P C O N - T E C H RA N 1 5 0 3 8 - X 2 - P - W R L 1 8 PH I L I P S EN D U R A 18 P A R 3 8 / E N D / F2 5 3 0 0 0 D I M SM ( 1 2 0 0 LU M E N S ) 12 0 B D E C O R A T I V E P E N D A N T B L A C K ~7 ' A F F - C O O R D I N A T E MO U N T I N G H E I G H T W I T H AR C H I T E C T TM S L I G H T I N G HY D 0 0 1 0 - B - 1 - F 1 5 (1 ) 2 6 W P L - T 12 0 C 8 " R E C E S S E D D O W N L I G H T C L E A R A L Z A K R E C E S S E D P R E S C O L I T E L F 8 C F H 2 4 2 E B - 8 C F H T - B 6 (2 ) 4 2 W T T 12 0 D 6" R E C E S S E D D O W N L I G H T CL E A R A L Z A K R E C E S S E D PR E S C O L I T E LF 6 C F H 2 2 6 E B - 6 C F H - B 6 (2 ) 2 6 W T T 12 0 G W A L L S C O N C E WH I T E / S A T I N CH R O M E 6' A F F T O T O P O F F I X T U R E EU R E K A 35 3 0 - S C - W H F. T 5 . 2 4 1 2 0 H4 4' S T R I P F L U O R E S C E N T W I T H WI R E G U A R D WH I T E C H A I N C O L U M B I A C S 4 - 2 3 2 - E U - C S W G 4 (2 ) F 3 2 T 8 12 0 J1 TR A C K L I G H T I N G W H I T E SU R F A C E ( C L G O R B O T T O M O F JO I S T - S E E P L A N ) CO N - T E C H TR A C K : L T 2 ( L E N G T H P E R P L A N ) + P E N D A N T M O U N T I N G AC C E S S O R I E S - P ( W H I T E ) HE A D S : C T L 6 0 3 A - P ( W H I T E ) WR L 1 8 * * * P R O V I D E Q U A N T I T Y O F HE A D S S H O W N O N L I G H T I N G PL A N * * * PH I L I P S EN D U R A 18 P A R 3 8 / E N D / F2 5 3 0 0 0 D I M SM ( 1 2 0 0 LU M E N S ) 12 0 J2 TR A C K L I G H T I N G W H I T E W A L L - A B O V E W I N D O W C O N - T E C H TR A C K : L T 2 ( L E N G T H P E R P L A N ) + S U R F A C E W A L L M O U N T I N G AC C E S S O R I E S - P ( W H I T E ) HE A D S : C T L 6 0 3 A - P ( W H I T E ) WR L 1 8 * * * P R O V I D E Q U A N T I T Y O F HE A D S S H O W N O N L I G H T I N G PL A N * * * PH I L I P S EN D U R A 18 P A R 3 8 / E N D / F2 5 3 0 0 0 D I M SM ( 1 2 0 0 LU M E N S ) 12 0 NO T E S : 1. PR O V I D E F L U O R E S C E N T L A M P S R A T E D 3 5 0 0 K , 8 5 C R I , A N D A L L M A D E B Y T H E S A M E M A N U F A C T U R E R . 2. PR O V I D E I N T E G R A L D I S C O N N E C T F O R E A C H D O U B L E - E N D E D F L U O R E S C E N T F I X T U R E T O D I S C O N N E C T T H E B A L L A S T F R O M T H E L A M P S O C K E T . 3. PR O V I D E D H A N G E R S , A D A P T E R S , I N S T A L L A T I O N K I T S , P A R T S A N D P I E C E S T O I N S T A L L T H E S P E C I F I E D F I X T U R E I N T H E L O C A T I O N S S H O W N O N T H E PL A N . ScaleProject Number Date Drawn by Checked by141 East Meadow Drive, Suite 111, Vail, Colorado 81657 AS NOTEDE10019912VAIL SOLARIS ICEBREAKERSPECIALTY SPORTS VENTURE 2 October 2012 BEK BEKNo.DescriptionDate 9364 Teddy Lane Suite 101, Lone Tree, CO 80124-2873 Project Number:Village Square at Lone Tree (720) 489-1609 Fax (720) 489-1611••2012CEst. 1984 Consulting Electrical Engineers 12303NOT ISSUED FOR CONSTRUCTION UNLESSSIGNED THROUGH THE SEAL IN BLUE INK ORDIGITALLY SIGNED BY BRYAN KAZIN.LIMITED TO ELECTRICAL.36628 ELECTRICAL PLAN SHEET INDEX E001ELECTRICAL SPECIFICATIONS AND LEGEND E002ONE-LINE DIAGRAM, SCHEDULES, AND COMCHECK REPORT E100POWER PLAN AND LIGHTING PLANPOWER PLAN &LIGHTING PLAN NO R T H NORTHDigitally signed by Bryan Kazin Date: 2012.10.03 11:32:17 -06'00' Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 0 9 I n t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e at 1: 4 4 pm , Oc t 24 , 20 1 2